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0006 WINGS LANE
I �- L 1 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION P,�,., Map D 1q Parcel Application #201.J 0�503} Health Division { Date Issued Conservation Division Application Fee �50•0 Planning Dept. Permit Fee 3Z Date Definitive Plan Approved by Planning Board A Historic - OKH _ Preservation/ Hyannis /y y Project Street Address /� \k)Ir4 Village l o'}L_A-t Owner �� �wr cd �krd- a Address C� W�ngS 4hr Telephone (91'1• �3S• 1� ��'�'t,�� l�4 c3a.35 Permit Request n6kv_ .\ 401� crc\. ru o�- CIF- C 4-trk htF246c, e.,^Ly 10 c ear.ner � w l f k h em e- e-l-Cc(n e 4l SH `1-e i,•1 l D L K Square feet: 1 st floor: existing proposed 2nd floor: existing -- proposed Total new 1 Zoning District Flood Plain Groundwater Overlay Project Valuation Ub Construction Type 3 Lot Size Grandfathered: ❑Yes 2Mo If yes, attach supporting documentation. Dwelling Type: Single Family 0, Two Family ❑ Multi-Family(# units) Age of Existing Structure 35 u� Historic House: ❑Yes allo On Old King's Highway: ❑Yes &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 ' r First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other N 4k Central Air: ❑Yes ❑ No Fireplaces: ExistingAO—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizaPool: ❑ existing ❑ new size Barn: ❑ existing ❑ new siz - Attached garage: ❑ existing ❑ new sizdYrl Shed: ❑ existing ❑ new sizdY Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ONo If yes, site plan review# Current Use Proposed Use Ara ,K - APPLICANT INFORMATION. (BUILD OR HOMEOWNER) Name G- ���"� Telephone Number Address xa f `(• D License# 0'5 - l 0%b IS— Cr&(-60 Home Improvement Contractor# Email C_ �e �5 S���U, Ct - Worker's Compensation # WO-- D �go�a is b D ALL CONS RUCTION DEBRIS RESULTIN OM THIS PROJECT WILL BET KEN TO �►� . 1 �� Sam � '� ►n S - mnLS� SIGNATURE DATE t FOR OFFICIAL USE ONLY APPLICATION# } DATE ISSUED MAP/PARCEL NO. :.r ADDRESS VILLAGE 4� s OWNER DATE OF INSPECTION: FOUNDATION >- FRAME ti INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH pp FINAL FINAL BUILDING t r DATE CLOSED OUT ASSOCIATION PLAN NO. a io larC*ty OWNER AUTHORIZATION Job #: Ca Z(v Cv Property Address: ', fN I Wr as Owner of the subject property hereb authorize SOLARCIV CORPORATION to act on mybehalf, in all matters relative to work authorized by this building permit application. 14&—�.Jxz Signature Owner: te: : F{ 1 M t MNJCR4Nti� 11E1h1�1'f�iet df RuFihC B�M@1 00;1;v of Rut9609 Rp�Ast�one�n9'�IaAstlt _ ��rnr C3-10881b - JASON PATRY Ul STEWART,DRIVS Abington MA 023SI s.,.,�.,,.... .a 02/0 M19 Office ofCooanmerAfriim&ttWOMR 8181109 I wrHOME MPROVEMENT CONTRACTOR Registration: lam T Exptratfonp 3f8/ V Suppteraniq . SOLAR CITY CORPORATION { JASON PATRV 24 ST MARTIN STREET OLD 2UM g••�-� j TIABOROt�aFf,MA 01752 Umteeaerebry J . 1 00 Cotwwnweffft of Massachucelts De of I►tdustrlalAcddents. I Gongs Street,Sane 199 . Boston,MA 62114,2817 wwwnwmgav/dk Warkert'Compensation Insurance Affidar<nttBenders/CentraetorslElectriciaas/ umhos. TO BE FILED WITH THE PIT rING AUTHORITY. , At►ntlt:ant Iufor�tion Pte>3se Print.L,es:Ihly Nam(BusincsslDrgwftrnnitndividuap SbferCity.Corporation 3055 Clearyiew Way y City/Statc/Zip: San Mateo,CA 9"02 phone#: (888)756-2469 Are ym-m amployer?Chen&the appropriate bw-- Type of project(re teired): 1.©I am a empto la with 12,500 c"loyez(fall aedlbrp zt ti=).= 7. 0 Hew cons rLictiorl - 2.Q I am a sole pruixietor or pulaership and baee:no aypploymes worki%for are in 8. Itctattxlaiittg any why.tNo workers'camp.ifsurattcc tequitr:d.1 . 3.a 1 ajn a htufeotracrdain$all work raysc[C lAlaveorkers'�,ifsttrmtoe t>rqubt:d.J t 9. ❑Demolition I t 10 Building additioa . I ear a 6an>eoaraer and will>>c '' CtxltraClarS to all vtarkarr wtl hrrart n►Y propc►t} aisnre]bat all Mors anises have wor6efs.'compeamfim imtnmae*rare sole I I.(]Electrical repah or additions . proprtetars with im altgrioyec& 12.Q Plumbing repairs or additim 5.01 mn a VncW.crntiractor eM I tmve hired to moots HSted on the attached sheet. Throe soh-oonuacton have employs and(taus wmkas'camix irmueae3 I3.❑Roof repairs ls ti.Ere We a a carpowim and its officers have C ttxir Tw of exemptian per MGL C. 14.pother Solar pant: 152,§l(41 and we Have no ealAoyces;[No wo&='M".i oreitce iesfuad.l *Any applicatt that checks box 91 mast also rJI oat the sechm below shoeing their workaas'compeer-Minn policy ttrforotalioa. f i wnw%vners•dw srtbtott Ibis Ammit ptdiemittg they are daft e"work and d=hire outside contrmctors mrm s4mit s new etftdayit hidicawpink ZCootlliclom rite[check this bar mars[attectwdan mlditional sket,st w**the==of tlm sub-contractors and state whether or not gum err0 a Ilan c lobyea. If the sub-contmators Nave emplwpm they m=t provide thcu workers`comp pokey mmlba. . l atn air employer riser is pmvidmg workers'rnr eatsattnn LrsuraneeJor riiy enlptopscs. Below it the paaCy and job 3*e .injor�an. Insurance Company Name.Arnerlcan Zurich Insurance Company u Policy#or Self ins.Lic.#: WC0182015-00 :Expiratiotl Date: 911/2016 6 Wings Lane Cotuit,MA 02635 Job Site Addreu- City/statw2ip: Attach a copy of the workers' cerapeasati m poW deebmtion page(showing the policy number and expiration®ate} Failure to secure coverage as required under MGI,c.152,§25A is a eai?tpinal violtdien punishable by a fine up to$1,500.00 and/ar one-year.imprisonment,as well as civil penalties in the forth ofa STOP WORK ORDER and a fine of up to S250.001)a . day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for in::t me. coverage verification. I do hereby cer ' unckr Ibe pules and penalties ofpfflury tkat Me litformatlon provided above is lies mrd carrect. ason Pa September 29,2015 Phone Official use only. Do not write in this area,fa be rompMted by city or town o klaL City or Town: . Perisit(License# Issuing Aptbority(circle one): 1.Roetrd of Health 2.Nilding Department 3.Cdy/Town Clerk 4.1;1ectr4cal lespectar S.:Ptutseb'utgI2spector. . 6.other . Contact Person. Pbaue#: . . } i ACD 1J� a► iarr�ocm�rxf CERTIFICATE OF LIABILITY INSURANCE lEI17016 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(M)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsernernL A Statement on this certificate does not confer rights to the cerUticete holder In Rau of such endorserrert;(s). PRODU . . TACT MARSHRISK&INSURANCE SERVICES ARSE:PHONE 345 CALIFORNIA STREET,SUITE 1300 .E,n> ........_ . . _ CALIFORNIA LICENSE NO.0437153 E4WL AOAtS ::........ ...... _..— SANFRANCISCO,CA 94104 - --- Aft ShannoaSwft4W43-M34 996301-STND-GAWUE-i5-16 WSURER A Zurich American insurance Company I16535 W suREO INsuRel a NA NIA 306 0e ay WA INSURER C NIA - -- Sae We%CA 94402 INSURER B.Am Zurich Intro ce Can pang. t40142 rNsuRet E --- —------.. ._ INSURER F COVERAGES CERTIFICATE NUMBER; SEA-002713830-08 REVISION NUMBER:4 THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD' INDICATED. NOTVMTHSTANDING ANY REQUIREMENT,TERRA 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 CL IM . . INSR ..._ ....-ryA[lfU_ ..:_._.... POLICY t POLICY EXP .. LTR: TYPE OF INSURANCE I POLICY NUMBER MMIRI)MVVY LIMITS* A X CoMMERCIAt.GENERAL uAB1vrY GLOM82016-00 0910112015 09A}1fd01fi EACH OCCURRENCE $ _ 3,0W,000 t !LXAIMS•MADE n OCCUR X DAMAGE RENTED - E X�SIR:5250.060 pREpi!SE$ _ 1. s 3,005� TO t MED EXP tA!IY .A al 5 _.. _. --- . ...:..._.:... ..._. . ..... - ..... :I PERSONAL&ADV IM RR2Y S 3,0W.000 GEN•L AGGREGATE LRMT APPLIES PER 4 - GENERALAGGREGATE y S 6 000,000 X POLICY L....J PRc L+x P ETS:cowjoPAOG 5 _ -- 610M.000 A AuroMDeuEuasatTY ; !BAP01B2017--00 09101l2015 09MI/2016 M0.9tRNEDSTNGLELtlEIF S 5,600000 lkx- UMBRELLA ANYAtnO S4-YY WURY pff ws !i S ALL OWNED X SCHEDULED ` i BOMYN"yweraxwM S A1IT05 X._ AUTOS NON�'ArtD PROP'EATrbPIGEHIREDAUTOS AUTOS I20p .... $5,000 LtAO ! e ocCt>R j i EACH OCCURRENCE s_:._.._. _:. .... . EXCESS LIAR HCLAIMS-IANDE ! , AGGREGATE -.....:: S -- •.....'.: ...:_.. DED RETENTIONS S D WCUUM COMPENSATION ; iyVG0162014-W(A� 09101015 (09/01 016 X I PER E AND EMPLOYE,RV LABILITY - -- •-- ER - A ANY PROMErORAPARTNERIE%ECUi1VE YIN ji=82015-W(MA) M01i2015 I09101(2016 WA! . . E.L.EAC}SA(ACCIDENT S 1,000,000 OFfiGERlMEM9ER EXCLUDED? ! —"- (Mandat"In NH) uFC 1 1nJCTIIiI E .� E L.DISEASE•EA EM S !It yes.describe under j E.L.DISEASE-POLICY umn- S 1,000,000 DESCRIPTION OF OPERATIONS below DESCMPTtON OF OPERATIONS/LOCATIONS/VEH=O I M.AddNtonal Re=As Schedule,may bo utraahod if re spa-Is�-q- 01l Evidence of innnanse. CERTIFICATE HOLDER CANCELLATION SdarCAy Corporation SHOULD ANY OF THE ABOVE DESCR.UM POLICIES BE CAMC.VJ.EO BEFORE 3055 ClearA rr Way THE EXPIRATION 'DATE THEREOF, NOTICE WILL BE DELJVERED. IN Son Metes.CA 99402 ACCORDANCE WITH THE POLICY PROMIONS- AUTHORIZED REPRESENTATIVk of Marsh Risk&Insurance Services Charles Marmolejo 11980-2014 ACORD CORPORATION. All rights reserved. ACORD 26(213141101) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Al Map Parcel Ap ,� i _ lYSTA N Health Division Sppte Issued chi- 3 Conservation Division '. Application Planning Dept. Permit Fee DI S1. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis �)C Cf'�ZJ13 Project Street Address L e n 0, Village Owner `fi r Wlvi-m Address tv "A e Telephone �S .Permit Request S ,- a•- C6 0 proposed r`i&� Total new a 1 Square feet: 1 st floor: existin propose 2nd floor: existing 1�$ Zoning District Q Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size �4 acres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure rZr Historic House: ❑Yes MNo On Old King's Highway: ❑Yes nAo Basement Type: ,,,-Full ❑ Crawl , ❑Walkout ❑Other / Basement Finishe/d Area(sq.ft.) c� S Basement Unfinished Area(sq.ft) �I Number of Baths: Full: existing a new Half: existing new Number of Bedrooms: existing 1 new Total Room Count (not including baths): existing q new a First Floor Room Count Heat Type and Fuel: ❑ Gas 11 Oil ❑ Electric ❑Other Central Air: ❑Yes ''No Fireplaces: Existing A—New Existing wood/coal stove: XYes ❑ No Detached garage: ❑.existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing &Knew size 7_0�hedlkexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;3-No If yes, site plan review# Current Use �o�. e Proposed Uses..,-� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��'z cA VAv Telephone Number 77_S-7 0 C Address °^�, S �r License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE CK Z FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED F MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1,� FOUNDATION.,. off?�1 s FRAME INSULATION 45RJ 2JZtdLli FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �O�C�_ vvk%/wc_ Address: f City/State/Zip: C-0, t MA- oxi Phone `7 Are you an employer?Check the appropriate box: Type of project(required): 1.El am a employer with � 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑71Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑Other employees.[No workers' comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 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 under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50.0.00 and/or one-year imprisonment,as-well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. , I do hereb�cen d penalties of perjury that the informalion provided above is true and correct. Si ature- �th �ains Date: Phone#: %ZrX /-7 7 Lf 10 Official use only. Do not write in this area,to be completed by city or town of City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: . 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 performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)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 may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-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 in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license 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 future 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 burn 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 Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 TeL#617-727-4900 ext 406 or 1-877-MASWE Revised 4-24-07 Fax# 617-727-7749 www.massgov/dia L t Town of Barnstable ~�^ Regulatory Services n.xHcratcr.r. .Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us s Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXMMPTION t Please Pont DATE: " JOB,I.oCATTON"' �+ t n stn et village "HOMEOWNER":_ �� �c wl S�� �3`?- •9 0� ome phone# work phone# --+CURRENL lv II D?G ADDRESS_ city/town 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 faun 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 pro requirements and that he/she will comply with said procedures and requirements. Signature` Homeowner 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 form/certification for use in your community. C:\Users\demUil\AppData\Local\Microsoft\wmdows\Temporary intemet Fdes\ContentOutlook\QRE6ZUBN\EXIIP SS.doc Revised 053012 Town of Barnstable ' Regulatory Services nrAg Thomas F.Geiler,Director i6gy6596. 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 i Property Owner Must+ k� - Complete and Sign This Section . If Using A Builder . as Owner of the subject ptoperty hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:F0RMS:0WNMPER1&SSI0NP00L•S 62012 Town of Barnstable 01 SAWWAHM KAn 200 Main Street, Hyannis MA 02601 508-862-4038 s639. A Application for Building Permit PA g Application No: TB-17-2370 Date Recieved: 7/27/2017 Job Location: 6 WINGS LANE,COTUIT Permit For: Building-Insulation-Residential Contractor's Name: Carl J Rebello State Lic. No: CS-084358 Address: Swansea, MA 02777 Applicant Phone: (508) 567-4109 (Home)Owner's Name: MCMURRAY,JARED&HALEY Phone: , (617)835-3876 (Home)Owner's Address: 6 WINGS LANE, COTUIT,MA 02635 Work Description: Insulation& air sealing. Total Value Of Work To Be Performed: $4,677.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Carl Rebello 7/27/2017 (508)567-4109 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $4,677.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 7/27/2017 $35.00 ] Paypal Paypal Total Permit Fee Paid: $85.00 7/27/2017 t $50.00 Paypal Paypal I _ r MAP Installed Building Products(350) INVOICE PO Box 1309 Sagamore Beach, MA 02562 4733770 (508)888-3599 (508)888-9609 FAX 3ob 6 WINGS LN/ADDITION Customer Address Phase MCMU05 6 WINGS LN/ADDITION,, ]ERRID McMURRAY 3ob Address 6 WINGS LN 6 WINGS LN COTUIT, MA 02635 COTUIT, MA 02635 Date: 02/20/2014 3ob: 2613117- 1A PO#:_. —_Sales Rep: Peter Taylor Work Area Inventory Item Option Price Slopes To Knee Wall R-30C 15.5"x 48"-HD Kraft-Wood Framing Cathedral Ceiling R-30C 15.5"x 48"-HD Kraft-Wood Framing Vents EAVE VENTS Garage House Wall R-1515"x 93"-Kraft-Wood Framing Basement Ceiling W/Blockers and Rods R-30 16"x 48"-Kraft-Wood Framing, Ceiling R-3816"x 48"-Kraft-Wood Framing Wails BASF Closed-Cell 3" R-20.10 Blockers And Runners BASF Closed-Cell 3" R-20.10 Cathedral Walls BASF Closed-Cell 3" R-20.10 NOTES: Base Price $6,350.00 Option Price $0.00 Invoice Total,, . $5,350 00 - Retainage $0.00 Job Deposit _—_- $0.00 Payments/Adjustments Received $0.00 � w Balance Due F $ Please Pay This Amount♦ Current Due $5,350.00 p:. Town of Barnstable �k.THE r 8 Regulatory Services- ` la( Thomas F. Geiler,D]rector �'i °'`.` nnaxs r.ABLY MAC' g Building Di�v! n 15- �'Dr�fl►,v`y''`� Tom Perry,Building2C mini sioner +: . 200 Main Street, Hyannis,MA 02601 www,town.barnsta� ble.ma...us. DIVISION Office: 508-862-4038 _ Fax: 508-790-623( ` PERMIT#� c1 FEN SHED REGISTRATION 120 square feet or less Location of shed (address) Village Property owner's name Telephone number. T [-7 Size of Shed Map/Parcel# . Signature Date Hyannis Main Street Waterfront Historic District? /U a Old"King.'s Highway Historic District Commission jurisdiction? 1 lv'Conservation.Cominission(signature is required) Sign off hours for Conservation 8:00-930&3:30-4:30 PLEASE NOTE: IF YOU ARE WI=THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE.SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM_MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506. �. ' RENEY, MORAN & MVNAN MORTGAGE INSPECTION PLAN o REGISTERED LAND SURVEYORS NAME JUSTIN THOMAS 75 HAMMOND STREET — FLOOR 2 WORCESTER, MA 01610-1723 LOCATION.6 WINGS LN. PHONE: 508-752-8885 O FAX: 508-752-8895 COTUIT ' MA j RMTOCONVERSENTMET A.Division of-H. S. & T. Group, Inc. SCALE 1 = 30 DATE 1 —2 2-0 7 REGISTRY BARNSTABLE DEED BDDX/PACE 19734/50 BASED UPON DOCUMENTATION PROVIDED. REOUIRED MEASURE- t+/ ',:;i C�•Q MENTS WERE MADE OF THE FRONTAGE AND BUILDING(S) SHOWN P�;a�4,' , µ 'w, ?,� PLAN e=IPLAN 279/49 ON THIS MORTGAGE INSPECTION PLAN, IN OUR JUDGEMENT ALL VISIBLE EASEMENTS ARE SHOWN AND THERE ARE NO VIOLATIONS :%r L�r,E`s:�i 1�� WE CERTIFY THAT THE BUILDING(S) ARE NOT WITHIN THE OF ZONING RE�IITEMENTS REGARDING STRUCTURES TO PROPERLY v: LINE OFFSETS(UNLESS OTHERWISE NOTED IN DRAWING BELOW). , �, SPECIAL FLOOD HAZARD AREA. SEE HUD MAP:. NOTE: NOT DEFINED ARE ABOVEGROUND POOLS DRIVEWAYS. i 1 Jhi+;P�' OR SHEDS WITH NO FOUNDATIONS. THIS 6 A MORTGAGE N q','547 21 D DTD 7—02—9 2 INSPECTION PLAN. HOT AN INSTRUMENT SURVEY. DO NOT USE TO t, ERECT FENCES. OTHER BOUNDARY STRUCTURES, OR TO PLANT SHRUBS. LOCATION OF THE SLRUCNRE(S)SHOWN HEREON 6 EITHER FLOG HAZARD 20NE HAS BEEN DETERMINED BY SCALE AND IN COMPLIANCE WITH LOCAL ZONING FOR PROPERTY LINE OFFSET - sty. 6 NOT NECESSARILY ACCURATE. UNTIL DEFINITIVE PLANS ARE REOUIREMENTS, OR 6 EXEMPT FROM VIOLATION ENFORCEMENT .( i�v� ISSUED BY HUD AND/OR A VERTICAL,CONTROL SURVEY IS ACTION UNDER KAM G.L. TITLE VI. CHAP. 40A. SEC. 7. UNLESS �. OTHERWISE NOTED. THIS CERTIFICATION 6 NON-TRANSFERABLE. PERFORMED. PRECISE ELEVATIONS CANNOT BE DETERMINED. THE ABOVE CERTIFICATE ARE MADE WITH THE PROVISION THAT THE INFORMATION PROVIOED.IS ACCURATE AND THAT THE MEASURE- MENTS USED ARE LINES ACCURATELY LOCATED IN RELATION TO THE CERTIFIED TO: SHERWOOD MORTGAGE GROUP INC. S74039'45"E 165.00' iAy ry O v HOUSE D > #6 t7 Zo ti Cu° c N b N � A r� O Tr LOT 5A 20,150 S.F.f l� -P\�sS28, 104.96' S. N70033'18"W -LANE REQUESTING OFFICE:BRECHER, WYNER. SIMONS, FOX do BOLAN LLP DRAWN BY:BS REQUESTED BY: CHECKED BY: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION luiap `_Parcel �y Permit# nn 10 O , Health Division (,� 1-� � �O Date Issued. ' Coriservation Division_ r Fee Tax Collector F-e e . G Treasurer ? Planning Dept. ,`O -Checked in By _h Date Definitive Plan Approved by Planning Board ��® Approved By " Historic-OKH Preservation/Hyannis Project Street Address Village C-O TtA II 7" Owner bAaej NCALE Address 1 0 A41+III JT, 100 Sox 20Y7 Cps t j Telephone 'Too ' �0 3-ty Z, Permit RequestO reu e 6d�mzm 4, closet d"� bcjr SeLO 42 1kcrLe d Square feet: 1st floor: existing proposed q72. 2nd floor: existing `7C.0 proposed .76 8 Total new Valuation T� A 06rZoning District Flood Plain Groundwater Overlay Construction Type /G�l0(,S AL-- &)0oh j Sh1t,44w. Lot Size acre S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure '2j L4 eexri Historic House: ❑Yes ;kNo On Old King's Highway: ❑Yes )`No Basement Type: )(Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 00 Basement Unfinished Area(sq.ft) 0 Z Number of Baths: Full: existing new 1 2 A Half: existing new 0 Number of Bedrooms: existing -3 new®= —3 -J�w Total Room Count(not including baths): existing ;7 new / First Floor Room Count Heat Type and Fuel: ❑Gas X Oil ❑ Electric ❑Other g ,� Central Air: ❑Yes ANo Fireplaces: Existing / New 0 Existing wood/coal stove: ❑Yes g No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes, site plan review# Current Use � f� �''`f- s`` � Prop sed°Use 1. y, BUILDER INFORMATION Name �S'� � Sou¢ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a !2/91 O jF s FOR OFFICIAL USE ONLY PERMIT NO. � Yf DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE— OWNER DATE OF INSPECTION: - r " FOUNDATION ` FRAME L4 !0 - ;'`% ; INSULATIONe— . FIREPLACE ELECTRICAA ROUGH FINAL PLUMBING: ROUGH FINAL. GAS: ROUGH FINAL, - FINALBUILDING i DATE CLOSED OUT ASSOCIATION PLAN NO. i - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street y F Boston,MA 02111 ••' www mass.gov/dia Workers' Compeii sation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leidbly Name (Business/Organization%Individuan: /3,4(?1 , P"A. Je , :. Address: i AAA . ��= C 0 47U l l gUA Z6• 20 S 7 City/State/Zip: ... : Phone#�- Sug ?6' Are you an employer?Check the appropriate ox:: oc;�Aier, :" Type of project'(required) 1.❑ I am a to er with 4. am a general co tractor and I 6 emp y ❑New construction employees(full and/or part-time).* have hired the sub-contractors rt� 2.❑ I am a sole proprietor or partner- listed on the attached sheet $ remodeling These sub-contractors have 8. ❑ Demolition . - ship and have no employees � _ working forme i ' any capacity. workers' comp.insurance. g. ❑ Building addition o workers' comp.insurance 5. ❑ We are a corporation and its Ll`j 10.❑ Electrical repairs or.additions . required.] officers have exercised their , 3. I am a homeowner doing all work• s right of exemption per MGL 11.0 Plumbing repairs-or additions myself.-[No workers' comp. c. 152,§1(4),and we have no. 12.❑ Roof repairs insurance required.] t employees..[No workers' - ] .comp.-insurance required.] 13.❑ Other, *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information' t Homeowners who submitthis affidavit indicating they are doing all work and then hire outside con ractors must submit a new affidavit indicating such ;Contractors that check this box must attached an additional sheet showing the name of the sub-contactors and their workers'comp:policy inforrnatiom I am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site, information. Insurance-Company Name: Policy#or Self-ins.Lic.#: Expiration.Date: 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 under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine UP to$1,500,.00 and/or one-year impnsomnent, as well as,civil penalties in the form of a STOPVORK ORDER and a fine of u.p to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to.the Office of . Investigations of the DIA for insurance coverage verification. I do hereby certi der the pa n pen alt' of perjury that the information provided above is true and correct: Signature: Date: Phone#: r(1 t,12C3' 31A, Official use only. 'Do not write in this area,to be completed by city.or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: information and Instructions. ter 152 r uires all employers to provide workers' compensation for their employees. Massachusetts General Laws chapter 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. " ,association,Farporation'or other legal entity,or any two or more An employer is defined w�::an jndividual,.;partpersbip of the foregoing.engaged in a Joint enterprise, and including the legal representatives of a deceased employer,of the or trustee of an individual,pa rtnership, association or other legal entity, employing employees. Howev..er:tl e receiver having owner a dwelling house 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." NIGL chapter 152,°§25G(6)also states that,"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate 'business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." ter 152, 25C states"Neither the commonwealth nor-any of its-political subdivisions shall Additionally,MGL chap § (� . enter into any contract for the performance of public work until acceptable.•evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill 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 numbers) along with their certifieate(s)of insurance. Limited Liability Companies(LLC)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 may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain.a worisers'. compensation policy,please call the Department at the number listed below.. Self-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 you regarding the applicant ti atioiis has to contact y g g aP affidavit for you to fill out in the event the Office of Inves g of the a e s . Y which will be used as a reference number. In addition,an applicant 'tllicense number w fill m the ermt Please be sure to P indicating current that must submit multiple permit/license applications in any given year,need only submit one affidavit m g policy information(if necessary)and under"Job Site Address"'lie applicant should write"all locations in-----:—(city or X vyn)."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;future permits.or-licenses..Anew 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 burn leaves etc.)said person is NOT required to complete this affidavit to thank you in advance for your cooperation and should you have any questions, The Office of Investigations would like Please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . :. -• Department of Industrial.Accidents Office of jnvestipoons 600-Washington Street- . Boston,MA 02.11L. Tel.#617-727-4900 ext 406 or 1-.877-MASSAFE Fax#617-7274749 Revised 5-26-05 wwy,mass.gov/dia Town of Barnstable °* Regulatory Services w anffivsTAai.E. ' Thomas F.Geiler,Director .nines. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date —OC . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modemization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other . requirements. 20 0 Type of Work: l4 V�UtJ Estimated Cost Address of Work: Owner's Name: � 'y �ce Date of Application: 7� I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑ uilding not owner-occupied Qwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. q O C i vJ Date 0 er's Name Q:fbnns:homeaffidav i Town of Barnstable O11KE rl P� Regulatory Services Thomas F.Geiler,Director i63 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.townbarnstable.ma.us .Tice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EMIPTION Please Print j DATE: JOB LOCATION street village number �PrCZdZ� 2(3-3t L{Z "HOMEOWNER': work hone# name . -home phone# p CURRENT MAILNG ADDRESS: i DX Zvi city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellines 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 Persons)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 ecti rocedure d requirements and that he/she will comply with said procedures and re ts. Si tote of er 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 EU"TION The Code ttates 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,thatsuch 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 homeowneras hies unlicensed persons. In this ce,our Board•cannot proceed against the unlicensed personas 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 fora/certification,for use in your community. e%-mmma+nmeexeaIDt + � y CAD72,t r T, 6�•4 C� 3S Z037 _ Pg22 . aA:n4 VENT PEA CODE o�� Fc«v�Z EX�sT,N� Ct,oSCT . t_`.�_ _.. - - -'�•-l �Z 5'�y SAS I� 2q C)3) �x�sr�N�, Gt.QSE T F(P—sr Ficoa CXtSn 6 �, EExtSriN�� �jO�rN L� ti �t%�u•i�cy 12cc�w� VwTcHEN i tc r tc N�T► � F, f? . a cYze�� I q pe7urNSuL.4 C—f_TINCj ,•2Et /o o`f less [XksrIsz) /6 ii '�7 s �l� a d Aewb b `1467ZFfA-MBCALS �+�; A c T Assessors ma and lot number ......... ...,.... . ..... ......... ~ p Q�OS TH E u , y'Sewage Permit number'' _' ............................ d �� r V Z BAHH9T11DLE, i House number ......................................................................... oO MAM A i639 e0� a MPY a` TOWN OF BARNSTABLE .s BUILDING INSPECTOR- APPLICATION FOR PERMIT TO COTUIT BAY EALTY TRUST David "'el' EKer. .............................................................................................................. SINGLE, FAMILY Y—E.CkR ROUND HOTSE TYPEOF CONSTRUCTION ..................................................................................................................................... f _ .....August.... 10.'....-L 9 7��...19........ TO THE INSPECTOR OF BUILDINGS: z; The undersigned hereby applies for a permit according to the following information: Lot 5a Wings I:ane, Cotuit , MA. Location ................................................................................................................................................ .......................... • Proposed Use ..............Yea-...., ound residential hc���.......................................................:................................. Zoning District ki C ...........Fire District .............................................................................. Steven and tita Moi ,isorl 116 North Stz'�et, Pittsfield , i,iG.SS. Nameof Owner ......................................................................Address .................................................................................... Name of Builder ....,...?avid A. TelleplEn Address .���..����� Cotuit , �lk ............................. .......... ..............................................................., David A.,.T`fii1 ��� Box 1620 Cotuit , MA Nameof Architect .................................... .....��.....................Address .................................................................................... Number, of Rooms Foundation pGui'ed cement .......I...... ................................................ :....................................................................... Exterior ...".ed.aJ....sine-r,les..anC�....l-xtu° f 1-1.�...Roofin aspalt shingle............................................ .................... g ..................... Floors ?ine; and' vinyl Interior sheet i ock ............................ ....................... ................................................................... Heatingk?W.. ?Y...0i.1............................................... Plumbing ....1. �...Bath.s....................................................... Fireplace ......................1-...:�7: :f'�.....................................'..Approximate Cost .......t 50,0!�.. O.. Definitive Plan Approved by Planning Board __=7tiz ___________I __7a. Area .. . /'.4 ................... Diagram of Lot and Building with Dimensions Fee ..........r .. ......................... 30,4 SUBJECT TO APPROVAL OF BOARD OF HEALTH _ VI i a hereby agree to conform to all the Rules and Regulations of the Town of'Barnstable regarding the above construction. .__ _,�•• Namer ....�............................................................... ovrrio"^^, S~e.^"'~ Rita A=I9-174 . 2I840 two story No ------ Permit for ................................T.. ' single family dwelling ---''------'—^—'^'-----~—^----'' 6 Wing'o Lane ' Location ......................................................... � Cotuit ^---^---~-----^---^—^------- Steven & a Morrison Owner ^--- ' ^ Permit Granted � ` ^ � 79 ^ Date of Inspection^ ' Dote Completed . � . . � . . . . ^ . ' ......... ' . ~ . . ...................... ^ ' w ^ ~�'" ................................................... =� Approve 8 ---'��-----k�i,:��. l9 � ` ------------'—'--^^~'--^^-----' / ----------^'---~—'—'~—''—^^'—^^— . TOWN OF BARNSTABLE r Permit N . t Building Inspector aAUn.0 4 Cash OCCUPANCY PERMIT Bond __ X_-1,4 go i No building nor structure shall be erected, and no land; building or structure shall be used for a new, different, changed, or enlarged use without a Building' Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been.issued by the Building Inspector." Issued to a`teve.n & Rita F'orrison Address Int J9A b ding's Lane. Cotuit t � _ Wiring Inspector ~ Inspection date �f Plumbing mspect Inspection date Gas Inspector j f �I n Inspection date yEngineering Department Inspection date 7 IL THIS PERMIT WILL NOT BE VALID, AND.THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR'UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. _• u J 1• / ...... 19_ ..................... .. : t.... -! Building Inspector V Aessor's map and lot number J ��JJ - I...d............. D� FTHEr� ,,6ewage Permit number .... .. Y.....................:...... 8EP'itC SYSTEM MU ` Z STABLE, i p House number C9ALlE�INCOMP 6 ASa TOWN - OF BA-RN C°0EA" . 4, TiONS - k BUILDING -hN.:SPE°CTOR APPLICATION FOR PERMIT TO ..............C,�TUIT„BAY REALTY TRUST David TellejF ............ ...... ........ ..... _ IN(AI, .F TYPE OF CONSTRUCTION ....................S..I'N'.....E........AMILY.�............YEAR...... ROUND..........................HOUSE............................................. + ....August.....10.....1979..19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Lot 5a Wings Lane, Cotuit, MA. Location ............... .............................................................................................................................................................. Proposed Use Year round residential home ................................................................................................................................... ZoningDistrict R..0.....................................................Fire District .............................................................................. Name of Owner 'Steven and Rita Morrison Address ...116 North Street, Pittsfield, Mass. David A. Telle en................Address Box 1620 Cotuit1 MA Name of Builder ............................................ ..................................... ........................................... ;. rN Name of Architect KDaV1d...A ...T:4lege ........... ....AddressBOx1620...C.O.tult..,....MA .................................., n .. .. .. ..... ..... . Number of Roprfts 7:.........................................................Foundation ...._Poured cement Exterior ... and„Texture. 1711...Roofing ...aSpalt Shingle Floors P121e,,,aT1Cd,;V1T1Yl...............................................Interior ......sheet.....ro........ck ..... .................................................... Heating FHW...by...Q11.......................................................Plumbing ...;._4..... ......Baths ......................................................... Fireplace ...................... ....,..................................Approximate Cost .....p.t.000.00...... . �..................... Definitive Plan Approved by Planning Board __JUrLe__1--------------19__719_, Area ...............:...q .ft........ Diagram of Lot and Building with Dimensions FPS SUBJECT TO APPROVAL OF BOARD OF HEALTH -Eoluo I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name «..'.Y' ry'2... 1...................................... Morrison, Steven & Rita 21640..... Permit for ....I...two story ............................. ...... . . single family dwelling ............................................................................... 6 Wing's Lane Location ................................................................ Cotuit ................................................................................ Steven & Rita Morrison Owner .................................................................. Type of Construction frame.......................................... ................................................................................ #5A Plot ............................ Lot ................................ Permit Granted ...........September 12 .19 79 ......................... Date of Inspection .......................................19 Date Completed, ....19 PERMIT REFUSED 19 ........... ........................... ...... -� :� y3 ........... . ..... .... ... ..... .... .. ....... >> 4 G ........... ...... ...... .. ....................... ............ ............................................. On Approve'pprove .................... ........ 19 ............................................................................... ............................................................................... Assessor's map and lot number .. ................. ...... �P:........... ��/� J •rL �' - �D- !}�� � �f c �fl�l/= %.hfr� �' �EC �c�s S f9..T�'� 'J << �OF7HEt��� P Sewage Permit number Z EARNSTADLE, i House number ........................................................................ , ro MAB6 e� 0�1639. MP a• TOWN OF BARNSTABLE r BUILDING INSPECTOR S ik� APPLICATION FOR PERMIT TO � la/ c/ . d*01, ....��:�!. ��Vn/......-...........7.. ............................................................... TYPE OF CONSTRUCTION r/A e7 19. .`. TO THE INSPECTOR OF BUILDINGS: R The undersigned hereby applies for a permit according to the following information: Location ....... !a.....0 l/.0 ..44n—r .....�2.7 anT................................................... ...................................................... Proposed Use �..5.�...�+1 //, ............................................................................................................I......................... ...................f............ .....Fire District .............................................................................. Zoning District ........................................`............ / Name of Owner :.... /� ... 1a!x't;Sd. ...............Address .. .. !,.1��?�s s„ .. ...�� A.j �.................. Name of Builder ! . �,!inaf`� ; .C,. �...................Address r` a1Sfdi.�.. .. �?�.... r.� vaec c � r Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................. .............................................Foundation ... T ;.................................................. Exterior U-AC '��i� /cs...........................................Roofing .....!�..��� ......................................................... Floors ...........Interior ..¢-?�::..�?!�/ f?'�'nr�`� Heating O �Tr Plumbing r!r f ............ r Fireplace pp ':� Q!`!. :............................................................A Approximate Cost .......��' ..t?Q•. .........................;: Definitive Plan Approved by Planning Board ________________________________19--------. Area .....r/.z............ �..: ......... Diagram of Lot and Building with Dimensions Fee n.... .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH PoOL- ,441 "� � c I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �»!�..r �.. ..... A ............................. MO S�)0, STEVE A=±f--174 / 24068 ADDITION No ------ Permit for ------------ ' | ' Single Family Dwelling � --------------------------' G VV' o o I,aue -` ' ' Location ---..�..��----------._---. C«»toit ----..--------------,------.. ' Steve Morrison Owvner ---------------------- Frame Type of Construction -------------- � ........................................'....................................... � Plot ............................ Lot ................................ ` � May 20, 82 ' PermitGranted -------------]g Oota of Inspection ------------lq Dote Completed —..-----------l9 , ^ PERMI � � ������0 � ^ / _-------.-------------. 19 � ,CA---. . —. -------------. / �� —.-...LL^~�---..�------------.—~.- T ' ------------~-------'------ _ � ---------'----`—'---^—^'^----^' Approved ---------------- lA - -------'--------^^~'----~---' � - / ............... ............................................................... ' ^^ — ~ Assessor's map and lot number .J,�/f Pf �:.X:.....:.. ��, THE TOE ,# cage Permit number ..:.:................................................... Z BARNSTIBLE, i Housenumber ................................:.....................................:: 9 rasa �p t639. 0� `0 NO a, TOWN OF -BARNSTABLE BUILDING.': 'INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ......P C ................... .........: . a....19 8Z TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... ....�C,f.!? 5.:..�4/tH. :.....rozw? ....................................................................... ................................... ProposedUse .....e&. ;WA. , ..A ....:................................................................................................................................. ZoningDistrict ....��.//...........e......................................................:.Fire District ...................../........................................................ Name of Owner�l ,....J.�f"' .. j° J.. h................Address �d1� r...��? f✓z **. *.....-...... Name of Builder ' .....✓F i/.� � .... ?-....................Address .l.. j� /OhS�.��. .....? !.... 4.15... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .................�..............................................Foundation . G�?G2;G' G................................................... Exterior .... ! ... 1.`����Gf............................................Roofing ......................................................... Floors ......<74.ep1�17 .. Interior .... Heating .... ........................................:.........Plumbing ........,kamr ..........................................................- Fireplace ....znar...........................................................;Approximate Cost .......... ................... ............. Definitive Plan Approved by Planning Board ________________________________19________- Area ....CYC.�......:�........ po Diagram of Lot and Building with Dimensions Fee `"�. ............ ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH Poe),- � fsT,f a �fcu,� 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name , ......... J•. ........................... ' MORRZSO0, STEVE ' . ^ 24068 ADDITION No -----.. Permit for ---.--------.. . � � ' Singlel7a�i D��l�ino . ---.---------.—----.--._.---.. � ' 6 ��' ' �oconon ---..�.�:zo Lane --------------- C t i ' ' . .. ............ ^ Steve Morria � C�vher -----.�-----..��l----..�_--. � Type of Construction .X-KAM9............................ ----------------------..---.. - . plot ............................ Lot --------'—' ` . � Permit Granted —.May. ...24°..................lA 83 . | � / Date of Inspection -----lA � Dote Completed ----��.�� —..lq y ., � '' k . � � . - , PERMIT REFUSED ' - , --------.------------- 19 / � * . . --------------------------. ` . ` . . . . --.--.-----.—.--------------- ' —^—'------~—'`^----'------'--'—'' . . . --------^—'--'---'—'---^—^---- . � Approved ---------------- lg ' ^ . -------------~~'----------- � -----------'---------`'----^' � | | Verso 2 olacciy . IOF � . September 29, 2015 N G Project/Job# 0261946 c RE: CERTIFICATION LETTER I L Tn � Q Project: Mcmurray Residence 6 Wings Ln S Cotuit,.MA 02635 NALENG`� 09/29/2015. . To Whom It May Concern, .: f A jobsite survey of the existing framing system was'performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes MA Res. Code, 8th Edition;ASCE 7-05, and 2005.NDS - Risk Category= II . -Wind Speed = 110 mph, Exposure Category C Ground Snow Load = 30 psf. -MPi&MP2: Roof DL= 10 psf,Roof'LL/SL= 21 psf(Non=PV Areas),'Roof LL/SL= 14.1 psf(PV Areas) - MP4: Roof DL= 10.5 psf, Roof LL/SL= 21'psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 <0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind`uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions-or concerns regarding.this project. Digitally signed), y Nick Gordon Date:2015.09.2914:42:48-07'00' U . , t M 3055 Clearview Way San Mateo,CA 94402 T(650),638-1028 (688)SOL-CITY, F(650).638-1029 solarcity.com AZ ROC 243771,CA CSLB 8M104„00 EC 8Q41,C7 w UG32778.DC HIC 71101488,DG HIS 7t'101488.HI CY29770,MA HIC 188572.MI5 MHIG 128948,Ili i3VH06180800. - OR CCB 180498,PA 077343,TX TDLA 27008;WA GCL:SOLARC'91907.C 2013 SCIarOlty.All ri9tats reserved. 09.29.2015 . � PV System Structural Version#49.2 �450larCit y Desi9 n Software PROJECT.INFORMATION &.TABLE OF CONTENTS Proiect:Name ' "` Mcmurray£Residenc %j AHJ: _ Barnstable Job Number 0261946� Building Code: MA Res Code, 8th Edition Customer NameMcmurrayHaley ._ Based On: _IRC,2009/IBC 2009 ; Address 6 Wings Ln ASCE Code: ASCE 7-05 City;State. -- —Y ---- --- ,----- • °-Cotuit, .MA3� :s� Risk CaEegQry _�II Zip Code 02635 _ Upgrades Req'd? No Latitude/Longitude 41 61270 � 70 43970 z.Stamp Req d? Yes _ SC Office: Cape Cod PV Designer: John Wadsworth Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency J r • 6 Wings Ln, Cotuit, MA 02635 Latitude:41.612706,Longitude: -70.439708,Exposure Category:C -� STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 &MP2 Member Properties Summary M'P1&MP2 'Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50 Roof System,Pro erties " San 1 1159 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 - A` 8.25 in.A2 Re-Roof No Span 4 S. 7.56 in:A3 " ^Plywood SheathingYes I ' 20.80 in4 Board Sheathing None Total Rake Span 14.15 fit TL Defl'n Limit 120 Vaulted Ceiling "®`=No' PV 1''Start I.2.08 ft`:� Wood S eces SPF Ceiling Finish 1/2"Gypsum Board PV 1 End .11.92 ft Wood Grade #2 Rafter Sloe `300 PV 2 Start Fb -` 875 psi Rafter Spacing 16"O.C. PV 2 End F,; 135 psi Top Lat Bracing Full PV 3 Start f: 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„i„ 510000_psi . Member Loading Summa ' Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL .10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0 psf x 1.15 _ - 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf ve/Snow Load ALL SLl'Z Li _ .`.30 0 psf, x 0.7,1,i 0.47 21:O;psf', 14.1 psf... Total Load(Governing LC TL 32.5 psf 29.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf.=0.7(Ce)(CO(IS}py; Ce=0,9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CIF Cr D+S 1.15 1.00 0.54 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location capacity DCR Load Combo Shear Stress 39 psi. 0.7 ft. 155 psi 0.25 D+S Bending + Stress 1028 psi 6.5 ft. -1504. si 0.68 - D+S Bending - Stress -20 psi 0.7 ft. -820 psi 0.02 D+S Total Load Deflection,.a;!t,°:° 'Or72,Wn 224 #_UJXS 5'ft ,_ 1.34:'in O' 120 . 2;� 1 ,10 54� ; (CALCULATION�OF�DESIGN=WIND,LOADS=MP1&.MP2` - - Mounting Plane Information Roofing Material Comp Roof PV System Type Sol5rCity SleekMountIm, Spanning Vents No Standoff Attachment Hardware Como"Mount Tvje C Roof Slope 300 Rafter Spacing _ _ 16"O.C. Framing Type Direction Y-Y Rafters Purlin.Spacing X-) ;Purlins Only .NA Tile Reveal Tile Roofs Only NA Tile Attachment Systems Tile Roofs Only NA Standing Searn/Tmp Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method _ Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category CSection 6 5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height .; h s. . 25 A Section 6.2 Wind Pressure'Calculation Coefficients s Wind Pressure Exposure KZ 0.95, Table 6-3 ic F Topographa-orwY, ° ,---,K ,: ;- AA1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I ''. 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W; . A 0.88 .. „ Fig:'6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC ) Equation 6-22 Wind Pressure U ° -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Max Allowabl_e'_Cantilever Landscape` r, f24"" Standoff Configuration Landscape Staggered Max Standoff"R btary Area:'x Trib"fly " „ : °17 PV Assembly Dead Load W-PV. 3.0 psf Net.Wind Uplift at Sta _ff _ T actual 384'lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR7 76.7% X-Direction Y-Direction Max.Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable-Qntilever Portrait;,' ,. 17 NA_ Standoff Configuration Portrait Staggered Max Standoff,Tributary'Area _�___ Trib *° - 2 _ � �' ." 2 sf r PV Assembly Dead Load W-PV 3.0 psf N_et Wind U'lift at Standoff Tactual . L .. 7479'Ibs " _._P - - - Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacityDCR- 95 7% 5TRUCTURE ANALYSIS - LOADING°SUM MARYAND;MEMBEWCHECKS= MP4' y Member Properties Summa ry Horizontal Member,Spans Rafter Pro erties MP4 Overhang 0.82 ft Actual W 1.50" Roof stem Properties < San 141 IIIES3 ft ActWd D �_ _J 25'' ha ' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material . .. . WW Com Roof` . .. San 3 ' w: ,._ + ..t.._ A'm ,, _ ~10:88 in:^2 we Re-Roof No San 4. . S. 13.14 in.A3 PI • ood Sheathin 3 �axYes S an 5': _ '` Ir47.63 m:^4 Z Board Sheathing None Total Rake Span 13.14 ft TL Defl'n Limit 120 Vaulted Ceiling,, """ t ref rt_mN0 :a PV,14StartVIls t2.25 ft.n' ps =:Wood S ecies g SPF s_. ,,- Ceilin Finish 1J2".Gypsum Board PV 1 End 11.67 It Wood Grade #2 Rafter Slope_ .> ,� ,..;WW' ,20°r:.. - . ~" P.V;2 Start' � ;, . x °� iFb ° rNIA-1- >."_: 875 psi_.W.M: . : :. . Rafter S acin 16"O.C. PV 2 End F,; 135 psi Top Lat Bracing . ' Full.fit, rt, .i :.~_ PV 3 Start . ': .t u .:` ; ." . . E0� 1400000' si Bot Lat Bracing At Supports PV 3 End` . Emm; . 510000 psi wry Member Loadin ,Summa: , -, Roof Pitch a` 5 12, Initial Pitch Adjust :Non-PV Areas. :, PV.Areas y Roof Dead Load DL 10.5 psf 'x 1.06 11.2 psf 11.2 psf PV~Dead Load ,,, ' sP,V-DLkK 6PYWs3.0:psf= �P x 106W=02 2 Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load �;, ,0t,2 �'s x";LL SO-� F 300'psf�c x 0:7 �.z`U 7 21:0 sf..... 21 O,psf u ,. Total Load(Governing LC TL . 32.2 psf 35.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs v per ASCE 7[Figure 7-2 2. f=0.7 Ce ) C =0.9,q=1`.1' I-1.0 P P. � 9 � p � )�Ct)�Is py, e- ..s-. . . MemberDe'sign Summary _ er:NDS Governing Load Comb CD '! CL: + I CL" _ CF D+ S 1.15 1.00 "' 0.49 1.2 1.15 'Member Analysis Results Summary Maximum Max Demand 9� @ Location 6-Ca aci DCR` " # Load Combo -: :. : Shear Stress : 36 psi 0.8 ft. - ... :155 psi 0.23 D+S Bending; + ~Stress' -W NU `�. 706` sib _. 6.6`ft.. a t " 1389 i �� ::' M 0 51'i T,1.`FY I K D'-�4SS W= Bending - Stress, -15 psi 0.8 ft. . -687 si 0.02 .D+S Total Load Deflection ~ _ 0.31>in:. `470 "" _, 6.6;ft. - '_l 1:23 n 1209 IF 0 26 �. - _ .. . . r CACCULATI0N,OF DESIGN WIND LOADS'= tl Mounting Plane-Information Roofing Material Comp Roof �'T' 'Y(- '.,''� �' } �S �- �TM�� �4��tf �,�`{°h. 4g, PV S stem T e ` _ =riSolarC SleekMount r tY Spanning Vents No - --e Standoff: Attachment Hardware�� � *. PT, rt ...�.. ... - a.., �iC mo n Mount Type C _ � 2 -777 - Roof Slope 200 Rafter Spacing Framing Type Direction Y-Y Rafters Pu-rli-Spacing� X-X Purlins:Oniy NA Tile Reveal Tile Roofs Only NA Tile Attachment S stem: = `" Tile=Roofs Onl * DNA.== ,Standing Seam/TrapSpacing SM Seam Only NA Wind:Design Criteria Wind Design Code ASCE 7-05 Wind Deli°n,Me`th"' w. x •���� � �����" Partial) Full Enclosed Method Y g Y/ Y__. .- u Basic Wind Speed V 110 moh Fig.6-1 ExposurCCategoryr Roof Style Gable Roof Fig 6 11B/C/D-14A/B Mean Roof.Hei htW .: _ •�,._ .. '..,,,; 25 ftwwv=m"ImmarmSection 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6 3 'Copographic Factor .; K_ Y R.,. .. ix Wind Directionality Factor Kd. 0.85 Table 6 4 Im ortarice.FactoR .. Z M' f 7 � .. ._ Velocity Pressure qh qh ='0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 . Fig.6-11B/C/D-14A/B Ext:`Pressi re°Coefficient"Down x.''" V GC oow 0.45 g. / / /�., ,�,�;� ._� �" fi '6=116 C D=14A B Design Wind Pressure p p qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind"Pressure Down 11.2 psf ALLOWABLE;STANDOFF SPACINGS - 'X-Direction Y-Direction.. Max Allowable Standoff Spacing Landscape 64" 39 Maz AllowableaCantilever's: _, 4` .Landscapes. ,3r 24" NA --- - - Standoff Configuration Landscape Staggered Max StaridoffJribiitary,Afeaffignpilb PV Assembly Dead Load W-PV 3.0 psf NetFWind uplift at_Stando_ff_�..: ,- Tactual, .. 349 Ibs :A, ..,u* , 3 ` 'r Uplift Capacity of Standoff T-allow 500 Ibs Standoff�Demand Ca aci . _, "F-7�DCRM s..a, 69 8%.`r', a . ., " °ry` .- 77 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 65" Max`Allowable Cantilever = Portrait NA-, ' � h: Standoff Configuration Portrait Staggered Max,StandoffTributa_ry,Area. '' Trib` PV Assembly Dead Load W PV 3.0 psf p NetWindiU liftatStandoffr.� ...` Tactual. � Uplift Capacity of Standoff T-allow 500 Ibs Standoffs Demand Ca aci ,. 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MGMURRAY E NI re°pansbdUy for� ten.[t OeoFNCe° ''`"'`"'' ARCHITECTURAL DESIGN SOLUTIONS 1 N 6 WINGS LANE, GOTU I T, MA r w the WtedwN of the Oe°It)Ief � prior to the xgmo,g of.erk znaslzpee, :na tel-508-477-8930 MOIItec0Y0I DBz 5olutloro u DETAILS ae aeye°w� capehouseplans@1aol.com cell-774-487-0093 <op�J 3 oT ruice a accao N the f.A At,of t of YM G0Pf7ff11[ • Protectbn 1990. c I le O N c (f y r-s ......._..aV _ m 4 rn • m : •J o � < r 1 a� 203EB O g$� dad8 xr pip GARAGE ADDITION TO THE ADS 1 a D ° MGMURRAY RE5IDENGE , p TM�,:d„�, 1 L 6 WINGS LANE,GOTUIT,MA e. ARCHiTECTL7RAL L7ESTGN,SOLLITT C7NS 't mw w°"4a•'$� 1e1-508-477.89.30 v 1 3_1 1 n EXTERIOR ELEVATIONS/SECTIONS ° may cv�Be��u��nn pinnaC9nul.cum ccll-774-4H7-0099 mwy`r ABBREVIATIONS ELECTRICAL. NOTES JURISDICTION NOTES . .A. AMPERE 1. THIS SYSTEM IS GRIDLINTERTIED VIA A; AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER: BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT.CURRENT LABORATORY,SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION; EMT ELECTRICAL METALLIC- TUBING: 4 . FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp . CURRENT AT MAX POWER COMPLY-WITH ART. 250.97, 250.92(B). s Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ' kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE.DC' f LBW LOAD. BEARING WALL 'DISCONNECTING MEANS PER ART. 6.90.31(E): MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED: WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION.PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING. 1 d POI -POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE.FRAMES,.RAIL, AND POSTS SHALL BE = a SCH SCHEDULE BONDED WITH'EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL - - c STC STANDARD TESTING CONDITIONS TYP TYPICAL r UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT _ - _ . .. • Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTLGHT c PV1 COVER SHEET PV2 SITE.PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES I Cutsheets Attached GEN #168572 -1. ALL WORK TO BE DONE TO THE 8TH EDITION OF THE MA STATE BUILDING CODE: ELEC 1136 MR 2: ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING : MASSACHUSETTS AMENDMENTS. ry MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS ' REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) J B-0 2 619 4 6 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN roe NuueErr HALEY MCMURRAY RESIDENCE John Wadsworth � b CONTAINED SHALL NOT E USED FOR THE MCMURRAY, 10010SOIa�CIty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: d NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 6. WINGS LN 10.4 KW P.V .ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CO I U I I M A O2'635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) TRINA SOLAR # TSM-260PDO5..18 * PACE NAME: SHEET: REV DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN .APN: r� PERMISSION OF SOLARgTY INC. INVERTER: T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE1000OA—USOOOSNR2 6178353876 . COVER SHEET PV 1 9/29/2015 (868)—SOL-CITY(76572489) www.solarcitY.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:65 ARRAY AZIMUTH: 65 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 r MP2 AZIMUTH:245 ARRAY AZIMUTH: 245 MATERIAL: Comp Shingle STORY: 2 Stories 6 Wings Ln (E)DRIVEWAY PITCH: 20 ARRAY PITCH:20 MP4 AZIMUTH: 155 ARRAY AZIMUTH:155 MATERIAL: Comp Shingle STORY: 2 Stories ® LEGEND a MP4 Q (E) UTILITY METER & WARNING LABEL AC INVERTER W/ INTEGRATED DC DISCO Ins & WARNING LABELS Fbc 13 © DC DISCONNECT & WARNING LABELS AC +' AC DISCONNECT & WARNING LABELS Front Of House L 0 DC JUNCTION/COMBINER BOX & LABELS OF DQ DISTRIBUTION PANEL & LABELS B �o�' N G Lc LOAD CENTER & WARNING LABELS _ a L y O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS SS NAB LNG CONDUIT RUN ON EXTERIOR 09/29/2015 CONDUIT RUN ON INTERIOR — GATE/FENCE O HEAT PRODUCING VENTS ARE .RED Digitally signed by Nick Gordon Date:2015.09.2914:42:31-07'00' I,''%i INTERIOR EQUIPMENT IS DASHED r L_'J SITE PLAN N Scale:1/16" = 1' w 01, 16' 32' . f J B-O^6 1 ^46 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL-THE INFORMATION HEREIN JOB NUMBER: L `� ��� ■ CONTAINED SHALL NOT BE USED FOR THE MCMURRAY, HALEY MCMURRAY RESIDENCE Jolin Wadsworth �� SlO�afCtt�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •• NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 6 WINGS LN 10.4 KW PV ARRAY , r PART TO OTHERS OUTSIDE THE RECIPIENTS MULLS COTUIT MA 02635 ORGANIZATHE SALEnAND USE PT OFIN CONNECTION RESP RESPECTIVE TH 40 TRINA SOLAR TSM-260PDO5.18 24 St. Martin rough Building 2 Unit tI ( ) PAGE NAME SHEET: REV: DATE Madboraugh,MA 50) SOLARCITY EQUIPMENT, W1IHOUT THE WRITTEN T: (650)639-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER.SOLAREDGESE10000A—USOOOSNR2 SITE PLAN 9 6178353876 PV "2 2015 (sae)-SOL-CITY(265-2489) wmsdarcity.com /29/ y - S1 S1 (E) LBW (E) LBW , - SIDE V IEW O�FM P1 �N�S OF H ` R -SIDE VIEW - F MP NTs� MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED N G X-SPACING X-CANTILEVER Y=SPACING Y-CANTILEVER NOTES PORTRAIT 48" 17" v ran LANDSCAPE 64° 24„ STAGGERED 2X6 @ 16"OC ROOF AZI 65 PITCH 30. STORIES: 2 •I 1 L n „ RAFTER �Q PORTRAIT 48 . 17 ARRAY AZI 65 ,:PITCH 30 _ CJ. 2x6 @16"OC . Comp Shingle S,F /S ����� 16n OC ROOF AZI 245 PITCH 30 S 90 . � RAFTER 2X6 t1a STORIES: 2 S NAL� ARRAY AZI 245' P 09/29/2015 C.7. 2x6 @16" OC Comp Shingle . • PV MODULE /16" BOLT_. 5 LT WITH LOCK.. INSTALLATION.ORDER •, RAF TER, MARK HOLE & FENDER WASHERS LOCATE R ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT r - ZEP ARRAY SKIRT (6) HOLE. ZEP COMP MOUNT C . POLYURETHANE SEALANT. , (E) LBW ZEP FLASHING C (3) gm (3) INSERT FLASHING. (E),COMP. SHINGLE (4) . PLACE MOUNT. SIDE VIEW OF MP4 NTS (,) D (E) ROOF DECKING H - TALL LA BOLT WI 5/16" DIA STAINLESS (5) INSTALL LAG T MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STEEL LAG BOLT LOWEST MODULE" SUBSEQUENT MODULES, INSTALL LEVELING FOOT WITH LANDSCAPE 64" 24 STAGGERED ,y WITH SEALING WASHER C(6)F BOGY & WASHERS. (2-1/2"-EMBED, MIN) PORTRAIT 48" 19 (E) RAFTER ROOF AZI • 155 PITCH 20 RAFTER 2x8 @ 16 OC STORIES: 2 1 STANDOf F ARRAY AZI 155 PITCH 20 - C.]. 2x8 @16" OC Comp Shingle Scale: 1 J B-0 2 619 4 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: p `\ CONTAINED SHALL NOT BE USED FOR THE MCMURRAY, HALEY MCMURRAY RESIDENCE John Wadsworth �Ze,SO�afC�t BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTING SYSTEM: ��a` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 6 WINGS LN 10.4 KW PV ARRAY A . y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Madborough, MA 01752 PERMISSION OF SMENT, IY INC. INVERTER: T. (650)638-1028 F. (650)638-1029 SOLAREDGE SE1000OA—USOOOSNR2 6178353876 STRUCTURAL VIEWS PV 3 9/29/2015 (886)-soL-CITY(76s-2489) wwwsalaralty.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BR40408200 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE#SE10000A-USOOOSNR? LABEL: A -(40)TRINA SOLAR # TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2245665 Tie-In: Supply Side.Connection Inverter; 10000W, 240V, 97.57a w Unifed Disco andZB,RGM,AFCI PV Module; 25OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 . Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER 5 AT7 1 20OA/2P 7 Disconnect 6 SOLAREDGE A Dc+ B 60A SE10000A-USOOOSNR2 Dc MP 4; lx9 EGC p - L1. 5v -----_----_- --'i--.--T -_- ---- ---_--- --- _-� 0 --------- 2 3 N DC- I 4 OC• MP 1: 1x15 (E) LOADS GND ____ GND ____ EGC/ _-_ DC+ DC+ - MP 2: 1x16 - GEC 1 N DG DC- �~ : i•- GND -- Ems--- - EGC - : _- �- r---J --------- --=--------- - ---_- ----- I N I (..)Conduit Kit; 3/4'PVC, Sch. 80 o EGC/GEC _ . . . - .. . Ez z GEC - TO 120/240V I I r SINGLE PHASE I I. UTILITY SERVICE I .I I I I r , I I I I I i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Groygd Ro# R (1)CUTLER-HAMMER #DG222NRB /fj A (1)SolarCity#4 STRING JUNCTION BOX D� 5 8 x 8, �per ✓ Disconnect; 60A, 24OVac, Fusible, NEMA 3R A 2x2 STRMGS, UNFUSED, GROUNDED -(2)ILSCO #IPC�0-#6 -(1)CUTLER-{1AMMER N DG100NB PV (40)SOLAREDGE f300-2NA4AZS Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground/Neutral Kit; 60-100A General Duty(DG) PowerBox ptimizer, 300W, H4, DC to DC, ZEP S -(2)F SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(.)CUTLER-HAMMEKitR #DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse ERRAZ SHAWMUT UT#TR60R PV BACKFEED OCP. n (1)AWG #6, Solid Bare Copper Fuse; 60A, 25OV, Class RKS -(1)Ground Rod; 5/8' x 8,Copper C (1)CUTLER-HAMMER #DG222UR6 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R -(1)cUTLER-itAMMER�DG.0ON6 ELECTRODE MAY NOT'BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground eutral d; 60-100A, General Duty(DG) (1)AWG #6, THWN-2, Block 1 AWG#6, THWN-2, Black 1)AWG #6, THWN-2, Black Voc* =500 VDC Isc =30 ADC 2)AWG#ID, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#6, THWN-2, Red ©L'L(.)AWG#6, THWN-2, Red ® (1)AWG 18, THWN-2, Red Vmp =350 VDC Imp=22.73 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.6 ADC (.)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (i)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1 AWG#10, TIiHN/THWN-2,.Greeq EGC 1 AN Solid Bare Co er GEC .-(.)Conduit.Kit. Sch, 80. . , , , , , . , - .-7(.)AWG#B,,'R"72,Green . - ECC/GEC (.)Conduit.Kit;,3/4",PVC,.Sch;80, . _ . (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV Wire,600V, Block Voc* =500 VDC Isc =15. ADC .). . . 9G. . . . . . . . . PP.. . . . . . O (.)AWG#10, THWN-2, Red Vmp =350 VDC Imp=6.6. ADC 2 (1)AWG#6;Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC (1)AWG 114 THHN/TH"7- ,.green EGC . (2)AWG 06, PV Wire, 600V, Block Voc* 500 VDC Isc =15 ADC OL J (1)AWG#6, Solid Bare Copper EGC Vmp -350 VDC Imp=11.73 ADC J B-0 2 619 4 6 0 0 PREMISE OWNER: DESCPoPnON: DESIGN: CONFIDENTIAL-THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE MCMURRAY, HALEY MCMURRAY RESIDENCE John Wadsworth ': So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Alp NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 6 WINGS LN Z 10.4 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUI I MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) TRINA SOLAR # TSM-260PDO5.18 sHEEr: REV DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME L (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. I SOLAREDGE sEl0000A-USOOOSNR2 6178353876 THREE LINE DIAGRAM PV 4 9/29/2015 (888)-SOL-CITY(765-2489) www.solarcity.com WARNING:PHOTOVOLTAIC POWER SOURCE �• • • .• • • .• • • WARNING WARNING ' • ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD • DO NOT TOUCH TERMINALS • THE DC CONDUCTORS OF THIS • .•- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • LOAD SIDES MAY BE ENERGIZED UNGROUNDEDAND PHOTOVOLTAIC DC •• IN THE OPEN POSITION MAY BE ENERGIZED • DISCONNECT .•- • • PHOTOVOLTAIC POINT OF • INTERCONNECTION ••_ MAXIMUM POWER ®A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) ••- HAZARD. DO NOT TOUCH •• •• MAXIMUM POWER-®V •. TERMINALS.TERMINALS ON POINT VOLTAGE(Vrnp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM®V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT®A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC ® A OPERATING CURRENT MAXIMUM AC OPERATING VOLTAGE V WARNING ELECTRIC SHOCK HAZARD •• IF AGROUND FAULT IS INDICATED NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCE •e- SECOND SOURCE IS •. •, , PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS CAUTION ' �• TERMINALS ON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••, • IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING _ INVERTER OUTPUT '• • • CONNECTION '• PHOTOVOLTAIC AC • DO NOT RELOCATE • _ DISCONNECT ••' THISODEVICERRENT • • MAXIMUM AC ® A • •• OPERATING CURRENT _ •.• MAXIMUM AC OPERATING VOLTAGE V •• _ i San Mateo,CA 94402 LabelSet • r . ' i i i i 13 ® Next-Level PV Mounting Technology '"SoiarCit Z Solar Next-Level PV Mounting Technology SolarCity I ZepSolar 9 9Y Y I P Components Zep System for composition shingle roofs410 ^ :`Z__I pi-roof . Grand nd Zap - Interlock (xey aido rhownl _. _ _ z.P caoate w were r Z.T Gra— 'Aurrwy v ,� Description m Pv mounting solution for composition shingle roofs celaPrt� Works with all Zep Compatible Modules Auto bonding UL-listed hardware creates structual and electrical bond Zep System has a UL 1703 Class"A'Fire Rating when installed using U modules from any manufacturer certified as"Type 1"or"Type 2 Comp Mount Interlock Leveling Foot ®� LISTED Part No.850-1382 Part No.850-1388 Part.No:850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards kf • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72 and cantilevers up to 24 • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for - This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for ' each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely _ each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.rom. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page' 1 of 2 - 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 i ` .�� a .. _ .. ... solar=9 ! so lar=@a SolarEd a Power 0 timizeroar9 p • '. Module Add-On foh North-America . P300 / P350 / P400 ' SolarEd a Power 0 timizera •y r � - 'c '•5J'`.. 'w'P300 P350:;;4 . . . - Y - - (for 60-cell PV (for 72-cell PV rx rM:(for 96-cell PV - ,p - Module Add-On For North America - : r ,6 a < J, a � j odul o modu I m I � modu -.- • .' - .IINPUT sr..�" .'„, rw.ra _ ,s. d;." P300 / P350 / P400 .I -., , ..� '.' ,.., "" .Rated Input DC Power r 300 �350 400 W i:Absolute Maximum Input Voltage(Voc at lowest temperature) 48 . 'b0.�'� 80 MffT rating Vdc e ...• _ .e„ :• , .Max mam ShortCrcuit Current Isc - 8100'- Adc�": ... Maximum DC Input Current 12 5 Ad, ! l 8 48 8 80 Maximum Efficiency. ... .... ...... ....99.5............. ... % .. - .. ........ .. ... .. ..... ..c Weighted Efficiency.. .. .... ..... 98.8 % _ Over4oltage Category II I .. t tdUTPUT DURING OPERATION.(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ ,,a:. . . _ s4 P'W - • Maximum Output Current - 15 Adc .Maximum Output Voltage 60 Vdc " . . - .�• JOUTPUT DURING STANDBY(POWER,OPTIMIZER:DISCONNECTED FROM INVERTER OR INVERTER OFF);tIO..;': ,TM:":.( ' '- - - '^a„__ - •' Safety Output Voltage per Power Optimizer 1 Vdc - - - -a. :,... : :. _ .: A *. .a` r. •.. £STANDARD COMPLIANCE' c44=, EMC - FCC Part15�Class B,IEC61000 6 2 IEC61000 6 3 . Safety....... ..... ... .... .... ....IEC62109 1(class II .........safetY),UL3741 - .: RaHs Yes .]IN €L-X4 is �'STALLATION'SPECIfICATIONS c},#a,w,_u .. „.': = . .a,•. „�.. .- .. .. ..� _ ,._ - .Maximum Allowed System Voltage 3000 Vdc - .- : `'Dimensions WxLx H.. 141x.212x405/5.55x8.34x3:59 mm I - -- Weight(induding;cab.les)... ......,950/2:1..... gr/Ib - . r:,. _ '_ rC Input Connector MC4/Amphenol/Tyco .... - ... .... .......... ...... .... Double Insulated;Amphendl. ,. - " Output Wire Length '.- 095/.30. 12/39 m/ftr. .... ................. ...... ........... . -.,. . - ;„ ,� Operating Temperature Range .. .... _ .__.. . -40-+85..40 +185 C.. F... - -.. - , .• x Protection Rating IP66/,NEMA4 Relative�Humidrty .. 0 300 .. % . .. .- .. .. .,,:Y,.i ` "• ,.:. t' G�� , TC Power f of uP to aS%Po � .. _ , .. N ,� `Y r s, � PateES he motlule.Moaulc Ira eallowca� r' f. i'. .:n ,v"R„1'�. :.:d:i ii<,,.. +.:`t '""*r;?� .' .•x. ,, ... .-, _. `rK - - �' -...' PV SYSTEM DESIGN USING A SOLAREDGE;'- z • ,,.,.THREE PHASE,,. ..+,THREE PHASE ° .. ::. ,,.,p' .. ._... _.,. -s,:w 'rv: ,. .:}SINGLE PHASE .._.ua,� ,n K'2a ,.,,r. . A ... , •. a: - .. :� ;,ii <:. t,=..'€ 'fir°f`;a a t�s.,:,t�;,,� ;�r.: .. ,. .. ,. ,. .,. . . � - <: � n. '„ �.,, . INVERTER tits..:a..__�.....ruf_is .. » .�'�`•n 208V w�"fiac -ta+e:..'480V,s`.,... £ „_ �: .: r• _ Minimum 5trmg Length lPower Optimizers) 8s. 10 18 _ PVpower optimization at the module level , . a .. .. _. .. a,... ..,. :q -- :. :,.. Maximum String Length(Power Optimaersl.. .:.25 - — U to 25%more energy.: ., • r� s .. ....... .. :.. .. ,. Maximum Power per String ...5250 6000'... ..12750 W Su erior efficiency-99.5% 'i,. ,: ,: • - .. .............g ;.. .... . _ . . ' Parallel Strings of Different Len hs;or Onentations Yes Mitigatesall t p es of module mismatch losses;from'manufacturing tolerance to artial shading -- t : - "'- " - - - .. . ��.. . . . .,. types u P g � .;' , '. - ,. � . . _ ,. y Flexible system design for maximum space utilization - : m> - - '• - - ,r'_. '. .. - Fast installation with a singlebolt .. .�- ' . .. w „'s ,.:. f�µ� - •.�.-�. .' '= w a.�, i. gym. r~: . v Next generation maintenancewithmodule-level monitoring e , . . Module-level voltage shutdown for installer and firefighter safety. °^ '.,?""` Ft'. . - . . . _ CE OR m.,....an.................-�:o. - USA --'GERMANY - ITALY - FRANCE -.JAPAN -'CHINA - ISRAEL AUSTRALIA - wwW.50larer)ge.US - - . ... - < i r F THE Tr[namount MODULE'TSM-PD05.18 Mono Multi Solutions - - - - - - - DIMENSIONS OF PV MODULE - ELECTRICAL DATA @ STC - - - uniPmm Peak Power Watts Pwwx(Wp) 24 2-0 ` 255 `� 260 • _ _ . Power Vo a _) 30 5 I 30 6 - 941' _ _ . . . - 1 Power Output Toleranc P-x(% 0 +3- Maximum Po Cage VMP(V) l 29.9 � 30.3 � t , THE THnamount u.E � rr y B2nN a Maximum Power CU enT IMPP(A) 8.20 7 8.378:50. �. _. :, .... ... ._ ... _ o. . . Short CircuitVoltage-Vac Current-Ise � $ - .9 - �-Open C' Voltage ac( ) ' 37.8 I' _ 38.0 } 38.1 38.2 <s 9x12 Sh t Circuit C e(A), 8.75 111 8.7 L 8.88 9.00 MSTFtt NG HOLE { M .I F - Module Efficiency rlm(%) 15.0 - 15.3 7. 15.6 .. 15.9 . . :. :. ■ • ■O D u `` - ., M _ off reduction g -1 N b _ 3. _ STC:Irradiance 1000 W/m°.Cell Temperature 25°C,Air Mass AM1.5 according to E -0904 Typical 'ency re ct'on of 4.5°6 at 200 W/m'accord to EN 60904 _ ELECTRICAL DATA @ NOCT - - - Maximum Power Pw.x(Wp) 182 186 1 190 - 193 r 60 CELL _• • . . I Maximum Power Voltage-VMP(V) I. 27.6 �.. 28.0. -,s 28.1 28.3 sma.3 ceoueo�NC NorE Maximum Power Current-1- (A) 6.59 6.65 6J4 - 6.84 - MULTICRYSTALLINE MOQULE A • ,z-oanw NorE- Open_Circuii Voltage(V)-Voc(V) 35.1 m {� 35.2 35.3 35.4 A WITH TRINA MOUNT FRAME - -,.-•� - Short Circuit Current(A)-Isc(A) 1 7.07 7.10 - 7.17 7.27 _ - B N OCT:Irratliance at 800 W/m',Ambient Temperature 20.°C,Wind Speed.lm/s.. 180 z PDO$.l8245.260W Back View POWER OUTPUT RANGE MECHANICAL DATA Fast and simple to install through drop in mounting solution us _ ( _ . 11 Solar ce M Iticrystalline 156 x 156 mm 6 inches)- P g P Cell 60 cells(b.10) .. V , Mod dimensions ° 1650 x 992 x 40 mm(64.95 x 39.05 x inches i. -1 5 �� \�•�; Weight 21.3 kg(47.0Ibs) - 5 _ -MAXIMUM EFFICIENCY- _ - Glass_ 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass - A-A 'White Backsheet Good aesthetics for residential applications From Black Anodized Al ri Groove . . IP 65 or IP 67 ratedum r � I-V CURVES PV MODULE(245W) ��-Box inium Alloy with T'namount - 0~+3�0. ��`'--'`` Cables Photovoltaic Technology-cable 4.b mm'(0.006 inches'),' . to.°° 1200 mm(47.2 inches) POWER OUTPUT GUARANTEERating _. a Highly reliable due to stringent quality control bm - Fire R hng i Type 2 r e g SOOW/m' Over 30 in-house tests(UV,TIC,HE and many more) s i . . As a leading global manufacturer s % • In-house testing goes well beyond certification requirements } t 4m m TEMPERATURE RATINGS- � MAXIMUM RATINGS of next generation photovoltaic t ,_�� 3" products,we believe close 2m .zo Tempera Operating (N10CT)e 44°C(+2°C) Operational Temp 40-+85°C ow/r„=. 11 O Temperature cooperation with our partners q Maximum system 1006V DC(IEC) T Temperature Coeffcientof Pmnx -0.41%/°C Voltage { 1000VDC(UL) is critical to success. With local o.m 1o.- 20.- 30m 40.�. D t - _ presence around the globe,Trina Is- - - - - - - - - voltage(V) Temperature Coefficient ofVac -0.32%/°C •Max.Series Fuse Rating +15A A - iT 1 .able to provide exceptional service - ,. i Temperature Coefficient of l:c 0.05%/°C to each customer in each market Certified to withstand challenging environmental _ .,. .., .� _�.._ and supplement our innovative, E conditions reliable products with the backing l 2400 Pa wind load - - ' of Trina as a strong,bankable - � '� `'_.`.yam _ _ : WARRANTY partner. We are committed ' S400 Pa snow load. - 10 year Product Workmanship Warranty 9 to building strategic,mutually beneficial collaboration with LT year Linear waarrrantty� installers,developers,distributors (Please refer to product worranty for details) a - - and other partners as the backbone of our shared success in ;`�- � "n~Y� ` ' r -` j CERTIFICATION driving Smart Energy Together. LINEAR WARRANTY . PACKAGING CONFIGURATION m ° 10 Year Product.-Warranty•25 Year Linear Power Warranty. `, �` d$f1�s Modules per box:2A pieces z Trina Solar Limited . - - - a_M.:_o-d�u,es per 40_'.container:7.2..8d pieces www.trinasolar.com Woo N { a AdIT difiogol value born'' EwE O90%. - Tuna sOlalS Hrleal tya!!QA - _ CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING TH E PRODUCT. to"P4Ti, - o -""• -' ®2014 Trina Solar Limited:All rights reserved.Specifications included in this dotasheet are subject to Trinasolar 80� Trinasolar change __ -- - Smart Energy Together Smart Energy Together x� Years- 5 10. 15 20 25 aa�pr Tanastandard hss u u +ardari • THE Tr6amount MODULE µ TSM-PDO5.18 ` Mono Multi Solutions , f , - - - , DIMENSIONS OF PV MODULE - ELECTRICAL DATA @ 3TCunit - - .. . :. . . :. .• k r Peak w 2.050 P k Power Watts- x(WpJ 2 . 265 . . 941 . _ . . _ - •-. . . i I Power Output Tolerance PMAx(%) ` 0-+3 • - . . �� Maximum Power voltage VMr(V) 30.3 I 30.5 30.6 C - . ... . . . i Maximum w 7 k .50 1 rinamount , ) aOx n ATE t M m Power C rrent-Mrr 8 2 8 37 8 8 61 ..„. _ _. • c p Open Circuit Voltage-Vocl(V)IA- 38.0 38.1 38.2 38.3 - - 1 �.: °09x13 .' Short Circuit Current-Isc(A) 8.79 8.88 9.00 .9.10 -• - . - NSTAUNO HOLE 111 .. ( Module Efficient Ir_rad once 100 W m'(Ce I Temperature 25 C,Air AMl 5 acco d MODULE15.315 ,62 ) STC: i 0 I Mass 'ng to EN 60 -3. r�. Typc efficiency reduction of W/m'a cording to 60904I 0 1 {p so so f ELECTRICAL DATA @ NOCT - . . . Maximum Power f-(Wp) 186 190y 193 197 . . .. 60 CELL _ .Ma Maximum Power o V 28.0 8.3 284 �....-. lr�Maximum Power Current-lMVP((A). '6.65.'. 674 6.84' 693 ).•.' t MULTICRYSTALLINE MODULE 9 bO1.3GROUNUINGHOLE . _ x um _ n Clrcul - 35.3 35.4 . . f PDO5:18 A A 1 Ope 1 Voltage(V)Voc(V) ) 35 2 I 5 3 35 5 . ,. .. :" ,. - �3 DMIN HOLE !!! !!! WITH TRINAMOUNT FRAME snort Circuit current(A)-Isc(A) 7.10 7.17 7.27 7.35 NOCTI adiance at 800 w/m'AmbientTemperatu 0°C Winds a m/s 250-265W . . . . Back view a .MECHANICAL DATA - POWER OUTPUT RANGE _ r i Solo cells �Muliicr stall ne 156 x 156 min b inches } v 1 I Cell orientation !60 cells(6 x 10) �. = Fast and simple.to install through drop in mounting solution x } 111 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) I. - .7 o _ ,. .Weight 19.6 kg(43.12 Ibs) - 16.2 _ Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY Backsheet White AA - - - ' - Frame Black Anodized AI A y - - , - t .+� M uminium Ilo Good aesthetics for residential applications i e _ 11 'F!Box 'IPb5-orIP 67rated � e _ Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches2),, - 0~ ■-3/ �- 11200 mm(47.2 inches) _ O -V CURVES OF PV MODULE(260W) S - POSITIVE POWER TOLERANCE F D.00Conneator H4 Amphenol - e.00 T000w m' Fire Type UL 1703 Type 2 for Solar City .. .. Highly reliable due to stringent quality control • Over 30 in-house tests(UV,TC,HE and many more) T.w As a leading global manufacturer tT r a a.00 f O'. In-house testing g0@S Well beyOnd.CertlflCatlOn reClUlrementS� . TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ' PID resistant I 5'00 ` i Nominal Operating Cell I Operational Tem erature I-40-+g5°C products,we believe close °'00 p g 44°C(±2°c) p p r - i aTemperature(NOCT) 1 cooperation with our partners j .- . . - _ J Maximum system 1000V DC(IEC) tII`is critical to Success. With local - • - i! 2.00 ITemperature Coefficient of P..\Nkk1-0.41%/°C �, Voltage '1000V DC(UL) Ipresence around the globe,Trina is` vw emperature Coefficient of Voc -0.32%/°C -Max Series fuse Rating 15A' 111' r able to provide exceptional service D.ao to each customer in each market �� Certified to withstand challenging environmental ' as CD sO Temperature Coefficient of Isc _0.05%/°c and supplement our innovative, r(/ ! conditions reliable products with the backing % • 2400 Pa wind load of Trina as a strong,bankable \..__� WARRANTY partner. We are committed • 5400 Pa snow load 1 - CERTIFICATION 10 year Product Workmanship Warranty to building strategic,mutually i -- - beneficial collaboration with �� 25 year Linear Power warranty installers,developers,distributors - 1 =,,1 a VL US SP (Please refer to product warranty for details) Q and other partners as the lnTED a backbone of our shared success in LINEAR PERFORMANCE.W .. driving smart Energy Together. I ARRANTYi�11 EH-®E u c PACKAGING CONFIGURATION `o 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces w Trina Solar limited - Modules per 40'container:728 pieces j - - www.trinasolar.com `100% o Additionol v olue fir 090% Cfry Tfirlo fOlof'S Uh@Cf t',•CllOrlty • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. GOMRArye R a - ry G 2015 Trina Solar Limited.All rights reserved.Specifications included in this datosheet are subject to / TrinaSolar THnasolar change without notice. T O 80% Smart Energy Together rears s 0 s 20- 2s Smart Energy Together `eemp Trina standard 13 nrlu'sHy"'Ond I'll SO I a r Single Phase Inverters for North America solar. - • • SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US I SESOOOA-US 5E6000A-US I SE760OA-US SE1000OA-US SE11400A-US . . - ,OUTPUT _ 9980 @ 208VSolarEdge Single Phase InYetlers Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA . _ 5400 @ 208V 10800 @_208V - Max.AC Power Output 3300 4150 5450(p1.240V- - 6000 8350 10950-�p1.240y, 12000 VA _For North America .Outp Output ...... ............ ................ ..: - AC Output Voltage Mln:Nom:Max.ltl SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output Voltage ...............I........... _ ...... . ................ ........................... ................. ..............-. ....... ... ... ..... AC Output Voltage Mln.Nom:Max.l I SE760OA-US/SE1000OA-US/SE1140OA-US 211 24°-264Vac .................. ................ ... ........ ............ .............. .............................I..... ..... .......-............ AC Frequency Min..Nom:Max.ltl 59.3 60-60 5(with HI country 57 60 60:5) :: Hz - - 24 @ 208V 48 @ 208V .. - Max.Continuous Output Current 12 5 16 -.21.@ 240V I-..---25------I-;,---;3?-------I. 42 @.240V..-I--... 47.5 A .............:......................:...... ................ ........... ......... GFDI Threshold 1 A - -.. Utility Monitoring,Islanding Protection Country Configurable Thresholds Yes Yes - f,INPUT •Spverte -Maximum DC POwer(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer less,Ungrounded - ""''*'^" 4 Max.Input Voltage 500 Vdc m 1 feats _ ... .......................................... ... .................................................. .................... •. R Nom.DC Input Voltage 325 @.208V/350 @ 240V Vdc ........................................... -. ... .-. ... .... ............ �fat�a , Max.Input Current(2) 9.5 13 18 23 34.5 Adc ... ..... ..........I...............I..SS:S.�7p.240V I ........I.:...... ......L.30 5�20�V.......,i�gt .... .... Y. ......................................... ... ,. .......Max..Input Short Circuit Current 45 - Adc ................................... ...:................................................................................................................................. Reverse-Polarity.Protection ...Yes.-- .....-..... .,.- ...,:.,- _ ............... ........................................................ ...Y....:............ ....... .. ... - ..... Ground-Fault Isolation Detection 600k.Sensitwit Maximum Invert - 97.7....._. 98.2 98.3 98.3 .-..98.._., 98 m - ...-.98.-_--. ..%...,. - - - ..- 97.5 @ 208V 97 @ 208V - w- _ d CEC Weighted Efficiency 97.5 - 98 98 240V 17.5 97.5 97S 240V 97.5 % . ....................:................... . ... ... .......:.............�°......................... .................. @ .. ............ ................. Nighttime Power Consumption <2.5 - <4 W - ADDITIONAL FEATURES ■ ...... Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ....................................... . ...................... .... .................................................................... ............. ..... ... Revenue Grade Data,AN51 C12.1 Optionall'I Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) STANDARD COMPLIANCE ` - UL1741,UL1699B,UL1998,CSA 22 2 ........... . Grid Connection Standards-........ .-,,.- .,,.IEEE1547...,. ....., - ......... .... ......... ... . r .. ....... ............. ..... ... .... - .. Emissions FCC part15 lass B )INSTALLATION SPECIFICATIONS bit - -„. AC output conduit sae/AWG range ....minimum/166 AWG 3/4'minimum/8 3 AWG _ DC Input conduit size/#of strings/ 3/4 minimum G 3/4"minimum/1-2 strings/ d/'fi - - AWG rang?........................I..... ........ /1 2 strings/16 6 AW ...14:6 AWG ii l ;„..,,:.,......t+ Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ 'in/ 305x 12.5 x 7.2 775x315x 184 ................ / 775 x 315x 260 ...mm.... _ ....... ................................................................. t I Weightwith Safety Switch................. .,,,,,512/232....................I:................:.54.7/24.7._ -...;. 884/40.1 -.___.-..-Ib/..... kg.,, Natural . convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ...... .......... .- ............. .replaceable)........ ..... _`'_ . Noise <25 <50........................ d.. Integrated arc fault, for NEC011690.11compliance- .-Ma ........:......mper..-....... ..... ........................-13t.+140� (-40 onavilabl....... -. . � - - � .Min:Max.Operating Temperature � ' - lsl - . . -13 to+140 25 to+60(-40 to+60 version available ) 'F/'C Superior efficiency(98%) Range..........................: ........ ............................................................................................... .................................... Y Pro.tection.Rating NEMA 3R ..... ....... ............................. ...................................................................................................................................... - Small,lightweight and easy to install on provided bracket hlFor otherregional settings please tontad SolarEdge support. IL A higher current source may be used;the inverter will limit its input current to the yalues stated. - - -. Built-in module-level monitoring plReyenue grade Inverter P/N:SE-A-USOOONNR2(for 76WW Im,erter.SE7600A-U5002NNR2). 14)Rapid shutdown kit P/N.SE1000-RSD-51. - - Internet connection through Ethernet or Wireless OeR10" ye er „ r_ _--�" - �M--- 0 P/N'SEx�axA-USOOONNU9(for 7600W I rt SE7600A-U5002NNU4I. - 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 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us 11are naderhaos of their respect-oe.cers Date:12,2014.VOL Sub;ec!10 Chargeht not,ce. e LEGEND 3 =. X Y -ya.0.3::. °' of 14 Street ---— 98 — . EXISTING CONTOUR scho `M1 99.23 N o 98,36<' �� x EXISTING SPOT GRADE p PROPOSED CONTOUR a 101,4 'lot W EXISTING WATER SERVICE Don oD m &.H.W— F OVERHEAD WIRES Cedar i l 2 ��� e 103 18 '4 Y 4 TEST PIT DTP-2- 6,, .; �, 132, �� ~',•' `.° BENCHMARK g° Q P�3 I ,S )4 9 '', 103,7 pone :..: of S„ ". o PROPOSED E.•.:. :;.; :;. :: o� o TP-1 � i RESERV DRIVEWAY �� p 76500, 15' �' _ �� o LOCus • � 98;33 X 98,•7 . . .99'�Sg x.�`. /.AEA � 100,65 \\ ry t� r cheph � � z Fd9e �o'f•\24 ( x 101� 7 103,33 ;r Ln 103 Lot 5A LOCUS MAP 9, 7 50.3' 34 2.46 20,151± S.F. NOT TO SCALE 5 / N Shed 102,74 0.46.t AC. Ki 10 PROPOSED/ GENERAL NOTES: - � W 2 \ K .ADDITION/ . 02,7 , A ,/a� � (� h INE T:O.S.=10 1f tVt �7 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL i irk / . 10 BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 N o X 01,3.5 / o Parcel 174 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS r� 01 2I UM • 4 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 16.4 -o-o F' ,place LOCAL RULES AND REGULATIONS: O 13'6 O x 80 98,03 Z 70 3. THE SEWAGE DISPOSAL•SYSTEM SHALL. NOT BE BACKFILLED PRIOR X � � p n 0 TO INSPECTION AND APPROVAL BY THE .BOARD OF HEALTH AND THE (99.85 . � 10��31 = � " w X O DESIGN ENGINEER. ^� \ 72.7 i _ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING EP II FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN I RLACE v I I I EPBOX 4/ ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 1' o I I � PATIO I �� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF EXISTING I ^'� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I Py HOUSE#6� I �� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 16I -M LE _i/ I I TOF=103.82� i 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. i X I I Bk ry 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 97,74 j - Lj 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS _ 9 I AGREED`UPON BY OWNER AND.CONTRACTOR OR AS OTHERWISE 7BMTOP/C�CHBASIN x 1 0, 0 \\ X 12 (I DIRECTED BY THE APPROVING AUTHORITIES. EL.=97.88 I DECK,. OF Mq 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 9 x 3' Q�,$ SS THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING EXISTING PIT I ~ \\ o�� TERRY ���, CONSTRUCTION. TO BE PUMPED, FILLED �� I \ 78 EANNRR r" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS a 9 0 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WITH SAND & ABANDONED L' I t � WARNER i o . REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). \ 102 77 , O 2j 38721 102.0 C, �� No �0 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE,MATERIALS SHALL BE 98.51 SS, I . OIN-D I psi CIS1- S� INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. EXISTING INFIL TRA TOR S.A.S. I I TO REMAIN I I G ZONING CLASSIFICATION: ZONE RF FLOOD PLAIN,DATA ( ) 02 19 1 P BOTT. EL.=94.3t I .' .',. '� ,:;•,••.. } mot, SETBACKS: FROG YARD=30' NON' HAZARD 99:33 I ;s•° ; ..,,..,. `..,,......'•::..'~:...•. Zz ♦' / SIDE REAR YARD=15' ' I 7p Stone.',;. ;;;.::.: I MAXIMUM BUILDING HEIGHT = 30' WIND 'EXPOSURE CATAGORY: Exposure B EXISTING SEPTIC TANK d �96, 103 75' !, �� OF Mqs (TO REMAIN) �9e o �p33�8. 'Ori:ve...`' �l o` =�P� s9�y� PROPOSED SEPTIC SYSTEM SYSTEM SITE PLAN TOP OF TANK, EL.=700.78 � - _-!Y '1 2.9,7. '`:`''' o PETER T. INV.(OUT)=99.45f I Of :�::.'' ) .:• / 1 o MCENTEE 6 WINGS LANE, COTUIT, MA Prepared for Jared McMurray, 6 WI s L Cotui MA 02635 :. :1::'° ';•:r;. ., : .10.3,9 CIVIL ' — ' 101.12 00` 01,83 ;: :< °/ p No. 35109 epa ay, ng' n, t, TB FG/5 -��� �`� Engineering by: Surveyinging by: SCALE DRAWN JOB. NO. Left car. bot. step / 102.84 I 106.4-4 F SI E�1�\ Engineering Works,Inc WARNER SURVEYING 1"=20' P.T.M. 183-13 EL.=10 r.53 (Assumed) / �/ 0 12 West Crossfield Road 20 Long Road V 103,19 CB/ E'AL Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309, "8/8/13 P.T.M. 1 Of 2 al, NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.0 DESIGN ' CRITERIA FOR.A DISTANCE OF. 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. NUMBER OF BEDROOMS: 3 + 1 PROPOSED = 4 TOTAL ' INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER SOIL TEXTURAL CLASS: CLASS I OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE PROPOSED S.A.S. DESIGN PERCOLATION RATE: <2 MIN/IN INSTALL RISER & COVER OVER CHAMBER AND SET DAILY FLOW: 440 GPD T.O.F.=103.82 TO 3', OF F.G. TO SERVE AS INSPECTION PORT DESIGN FLOW: 440 GPD EXISTING F.G. EL.=102.0t F.G. EL.=101.8f F.G. EL.=100.0t GARBAGE GRINDER: NO • EXISTING SEPTIC TANK: 1000 GALLON CAPACITY •li • • • • • • AI , 3'(max.) � L _ 2� PROPOSED DISTRIBUTION BOX: , 3 OUTLETS MINIMUM L = 68' LEACHING AREA REQUIRED: (440 GPD) ,= 594.6 SF ® S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1 .74 'GPD/SF 4"SCH40 PVC „ 4"SCH40 PVC , /8" TO 1/2" » DOUBLE WASHED STONE EXISTING INFILTRATOR S.A.S. TO REMAIN . tp aB qd as (OR APPROVED FILTER FABRIC) 14" 1 ROW OF 4-HIGH CAPACITY INFILTRATOR UNITS SURROUNDED EXISTING 48" LIQUID aBaaaaa ---3/4 TO 1-1/2" DOUBLE WITH 4 FT. OF STONE(SIDES) AND 2 FT, OF STONE(ENDS) LEVEL WASHED STONE ADD FNV.=99.40 4' 5,2' 4' GAS BAFFLE PROPOSED INV.=99.23 EFFECTIVE WIDTH CAPACITY 0 EXISTING S.A.S.' UNDER 1979 DESIGN CRITERIA _ A F T .. IN(VERF9Y)45t OUTLETS y EFF. LENGTH 29', EFF. WIDTH-108 EFF.DEPTH=11"(0.92') 2 OUTLETS INV.=96.50 ................. .......10.8' x 29.0' = 313.2 SF - EXISTING SEPTIC TANK BOTTOM AREA:.............. ONE TO EXISTING S.A.S. 2-500 GALLON LEACHING !CHAMBERS " ONE TO PROPOSED S.A.S.. 'BOTTOM-AREA CAPACITY:....313.2 SF x 0.71 GDP/SF = 222.4 GPD SURROUNDED WITH STONE AS SHOWN NOTES: H-10 RATED SIDEWALL AREA: 2(10.8' + 29.0') x 0.92............... = 73.2 SF 1) CONTRACTOR_'SHALL VERIFY ALL EXISTING PIPE SIDEWALL AREA CAPACITY:....73.2 SF x 1.66 GDP/SF = 121.5 GPD INVERTS, PRIOR TO INSTALLATION. - TOP CONC. ELEV.=97:3 ,. BREAKOUT ELEV.=97.0 TOTAL CAPACITY:.... ..........222.4 GPD + 121.5 GPD = 343.9 GPD 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=96.50 as®a GRADE,ON A MECHANICALLY COMPACTED SIX a0aBa eases CAPACITY OF EXISTING S.A.S.• UNDER CURRENT DESIGN CRITERIA INCH CRUSHED STONE BASE, :AS SPECIFIED BOTTOM ELEV.=94.50 ®Bea eases BOTTOM AAREA: . 2(10.8' + 29.0') x 100.92 x 29.0' _ 313.2 SF SF IN 310 CMR 15.221(2). ,• 1 225' 2 x 8.5' 17 1.25 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING 4) GAS BAFFLE'TO BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL EFFECTIVE LENGTH = 19.5' TOTAL AREA:...................... ..............386.4 SF r AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5':(MIN.) ABOVE G.W. • LEACHING SYSTEM SECTION TOTAL CAPACITY:.... ..........0.74'GPD/SF`x 386.4 SF = 285.9 GPD 5) THERE SHALL BE:NO STUCTURAL SUPPORTS ADJUSTED G.W., EL.=88.8 , _. PLACED OVER THE EXISTING SEPTIC TANK. ADDITIONAL CAPACITY REQUIRED:..........440 GPD = 286•GPD = 154 GPD xM _ SEPTIC SYSTEM PROFILE PROPOSED_ S.A.S. FOR ADDITIONAL REQUIRED CAPACITY USE 2-500 GALLON LEACHING CHAMBERS IN SERIES rLrs•. SURROUNDED BY DOUBLE-WASHED STONE-SEE <PROFILE SOIL LOG SIDEWALL AREA: 2(13.2' + 19.5') X 2 = 130.8 SF 4 13. _ DATE: JULY ':17, , 20,13 (REF. P#14,071).; 'BOTTOM AREA 2 x 19 5 257.4 SF SOIL EVALUATOR: PETER McENTEE "(SE#1542) TOTAL AREA :. ....388:2 SF WITNESS: DONNA MIORANDI R.S. HEALTH AGENT DESIGN FLOW .PROVIDED:.....0.74 GPD/SF(388.2 SF) = 287.3 GPD Elev. TP- 1 ' Depth Elev. TP-2 Depth Elegy, TP-3 Depth EIeV. TP-q Depth c GPD TOTAL COMBINED CAPACITY: 286 GPD + 287 GPD 573 99.6 A 0" 99.7 A 0" 100.2 A 0" 100.3 A 0" EQUAL CAPACITIES LOAMY'SAND LOAMY SAND LOAMY SAND LOAMY SAND RESERVE AREA 1OYR 4/2 10YR 4/2 1OYR 4/2 ` 1OYR 4/2 98.9 s„ 99.2 6„ 99.7 6" gg.8 6" USE 3=500GALLON LEACHING CHAMBERS IN SERIES B B B B SURROUNDED BY '4' DOUBLE WASHED STONE-ALL SIDES MED. SAND MED. SAND MED. SAND MED. SAND 1OYR 5/4 1OYR 5/4 1OYR 5/4 10YR 5/4 SIDEWALL AREA: 2(13.2' .+ 33.5') X 2 = 186.8 S.F. 96.8 34" 96.8 35" 97.5 32" 97.5 34" BOTTOM AREA: 13.2' x 33.5' = 442.2 S.F. C PERC C C C 28"/40" PERC• TOTAL AREA:..... 629.0 S.F. ..............:............ ............................. 36"/48'. DESIGN FLOW PROVIDED: 0.74 GPD/SF(629.0 SF) = 465.5 GPD M2°Y6/6° M2°Y6/6 M2°Y 6/6 M2°Y6/6° PROPOSED SEPTIC SYSTEM SYSTEM SITE PLAN 6 WINGS LANE, COTUIT, MA .a 88 ADJ. G.W. 4 88.8 ADJ. G.W. 4 ` „ Prepared for: Jared McMurray, 6 Wing s Ln Cotuit, MA 02635 88.3 STG. G.W. a 135" 88.3 STG. G.W. a 136" Engineering by: Surveyinging by: SCALE DRAWN JOB. NO. 88.1 138" 88.2 138" 89.2 132" 89.3 1 132" Engineering Works,Inc WARNER SURVEYING N.T.S. P.T.M. . 183-13 STANDING G.W. (EL.=88.3) NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road 20 Long Road INDEX WELL, MIW-29, ZONE A, ADJUSTMENT=0.5', JUNE 2013 PERC RATE: <2 MIN/IN Forestdale, .MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. PERC RATE: <2 MIN/IN. (508) 477-5313 (508) 432-8309 8/8/13 P.T.M. 2 Of 2