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0041 CARRIE LEE'S WAY
> �. - .. a,� o .. � (f. a .. X p e � _ �'� � -. I � � � .. � e Y i .. ,. -: _ - �� 1 ,: ,a Town of Barnstable Bi111d1ri a rsrn Post This Card So That it is'Visible From the Street'-Approved Plans`Must be Retained on Job and'this Card Must be Kept ata z �e3a Posted Until Final Inspection HasBeen Made. ermit caa�° Where a Certificate of Occupancy,is Required,such,Building shall Not be Occupied untif a Final Inspection has been made. Permit'No. B-19-825 Applicant Name: Brien Langill Approvals Date Issued`. 03/26/2019 Current Use: Structure Permit Type: Building-,Solar Panel- Residential Expiration-Date: 09/26/2019 Foundation: Lt 168 008-013 Zoning District: RC Sheathing: Location: 41 CARRIE LEE'S WAY,CENTERVILCE Ma p/ o � - Owner on Record: GRADIE,STEPHEN G&DONNA Contractor Name: °NBRIEN LANGILL Framing: 1 7 License CS`1066 S Address. 41 CARRIE LEE S WAY � Contractor, 2 CENTERVILLE, MA02632 `* Est Project Cost: $8,184.00 Chimney: Description: Installation of roof mounted photovoltaic solar systems 3 72Kw 12 "Permit Fete: $91.74 Panels Insulation: Fee Paid: $91.74 e Project Review Req: i Date: -A � 3/26/2019 Final: r = Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized.by this permit is commenced within six months afte iUS icia Final Plumbing: All work authorized by this permit shall conform to the approved application and the''approve' d construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws anc codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work,until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing5 `fi,. Service: 2:Sheathing inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installedm_ Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final`. 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: SM Arx- seojT TOWN OF BARNSTABLE BUILDING PERMIT APPLICA ON`'' Map — 49 Parcel Application # Health Division Date Issued Conservation Division ! Application Fe4' i Planning Dept. �� Permit Fee P Date Definitive Plan Approved by Planning Board ' QT Historic - OKH _ Preservation/ Hyannis Project Street Address Village �111` %� Owner Address=\< 1 Telephone c� Permit Request Square.feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio pc5 vIConstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No 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 First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 61yy,14Telephone Number Address License # lz9, (0 75l Home Improvement Contractor# Email Worker's Compensation # ��i`1�9(0l10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ��p�� f le-Ile-l-W SIGNATURE DATE y �t FOR OFFICIAL USE ONLY I� If ti -APPLICATION # s DATE ISSUED MAP/ PARCEL NO. i F � lil } ADDRESS VILLAGE .t OWNER '- DATE OF INSPECTION: 3 a FOUNDATION FRAME INSULATION 'r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t.GAS: ROUGH FINAL " t'FINAL BUILDING :r s DATE CLOSED OUT ASSOCIATION PLAN NO. 4 y }3. Office of Consumer` Affairs id Business Regulatign 10 Park Plaza - Suite;5170 ' Boston Massachusetts 02116 - Home Improvernent Contractor Registration Registtation:5 170848 t _ Type:; Supplement Card } _ Expiration;': 1/5/2018, -� VIVINT SOLAR DEVELOPER LLC . , i - •� _ _�•° BRIEN LANGILL - 3301 N THANKSGIVING WAY - LEHI UT 84043 F { h v Update Address and return card.Mark reason for change.= scn i G 20ne-0511r, n Address ',0'Renewal Employment Lost Card `[%/rU.Tf 1�1ratLP�rII��CGII�ri 44dtfC�rrdPtlA= ' lice of Consumer AfG��rs&'Business ltegulhtion License or registration valid for individul use only before the ex iration date. If found return to:. it EIMPROI%EMENTCONTRACTOR P Office of Consumer Affairs and Business Regulation egistration 170848 10 Park Plaza-Suite 5170 Ezplratlon 'A15/2018y` Snpplement CaM" Boston,MA 02116 VIVINT SOLAR DEVELOP..ER LLCr ' a BRIEN LANGILL ` 3301 N THANKSGIVING WAY SUI TEFt'ZUT 84043 Undersecretary Not valid w t s►gnature ' q _ of merit of Public S e�yMassachusetts Department tY, -: a .. P .. -Board of Building Regulations and Standards _ ► µ Cons.r uction Sunervmor r License: CS 106675 ` B= IX LANGfLI: `w~t U. ON•STRE$T v ; t 3 2 I� R Hanover MA OZ339 z � Expiration , Commissioner 01J09/2017 i vuvh a solar RESmEWIALSOLAR POWER PURCHWAGREEMENT , combat 01/1412016 <STEPHEN GRADIE , 4750943 i i t�!(eitf4n Addmw, 4 CARRIE LE S WAY A t start ftd otef Do 41 CARRIE LEES WAY CgNtF-Avis EMA02632 0 �12/2t11fi MTERVILLEMA0262 ; ffo tw (508)641-7753 s cat. i 11,9 Up-Front Cost fhorwprks(5/kWh ...�, lAit�aMTorrrti Our Promises + W VAS t 4 nY rpm + You am frog to canw any dm6 Odor to M mfbwarf tnty.a Of ftf tht �< • .. ,�; � ..tom l . + lu&eray Pei iftf ud s 8f$6 tntmthly I Pam"t d" +You ri ' t .r s i fa &my r Y 1. ew ib k � :� "} ``� ae.fa ��ECra�3R'�i�$ `#�: 3 •' ��� ��t'St8£f '«I�iR€ C#53�4' SL4S:' " Yot�r.Cnan�Itm�nY Jx -wo °+sue 04 At tfi�End o!Yo�t�~3ea�t1�.1�Certn �. parrataa� d " i y.. ..r. �ip.� �.�g �, ,�g�{ ,�ygt�F �q,..�¢y.�y.y �g���� ��jv� yty�yy i il'Y NI�1�$ '&'�q �^ fgpS�PigAM.•v 'M^sAi&8 , 1^w jy 1'yS�C4 yp�{14$�' 'gyiifiRl s%4Y 1tiR'9„ayi}LRP i � ,d•re'e SIN #CBI :} .. • "' fi � : L.Y�3ss`Y��c Y .1 # Mf!-•M�it'3:Ag�• S.iAi�.' ;'V9 � 5 } ^ �• .:` .r ' [ �'�` A"A_YzfS ' 'B�.1XGF .ffi4'p duN Ai:aktiW " r MAY AV PRESCREENEDYOURCRI D '. JPft tl Cf*DftDm46C MPACtiO CF(EDI'T'SCORE. YOU CAN CHOOSE TO STOP AEC VING'P ESCRE NV FFA CIF CREDIT'FROM,US ANC T,HER COMPANIES BY ) CALLING'tOU.-FRtt 888.S67,8688M SEE PRESCREEN&OPT-O�t NOTICE BELL FQR-M.D E iNFORMATIQt4,-ABOUT PRESCREITNED OFFERS:S The 10ti00 0f Oan l maybe sent to supportwvj t 0 801.�66.5 6 3,3Q1'Tha ksoti l� 1te%Snits 6001 4 T " Q4 129 x$E�1755�5758 a 1 X LIST OF DOCUMENTS TO BE INCORPORATED INTO .egn d by both You and Us, byre any TIME CONTRACTS "*may be ga d.- a Residential Solar PowerPurchaseAgreemer�t, Ot1S�'�3 i_1111 �G ""�+�CANCC L YOU MAY CANCEL b, Exhibit A—Notice cif Canctellations THIS a AT ANYTIME BEFORE THE LMI C?Fd c. Exhibit Stag Notices an .t? clsurest 11) MIDNIGHT OF THE THIRD (3R0}. BUSINESS DAY d, E:xhlbit C-Certificates of Insurance, nd AFTER THE TRANSACTION DATIL OR(II)THE START OF e. Customer Packet;, .lWrALLATION .Or THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this . INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the i e ationship between You P'ROPERX IF YOU WISH TO CANCEL THIS CONTRACT, and Us, YOU 'JUST E1T y (?)SEND A SIGNED AND DATED B. WE HAVE NOT GO PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION I OR CWFIED MAIL, RETURN RECEIPT REQUEMO OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT . .�2 PERSONALLY DELIVER A SIGNED AND DATED WILL ICE INSTAI�D ON YOUR-PROPERTY:. . WRITTEN NOTICE OF CANCELLATION TO.- VIVINT C. IT IS NOT LEGAL FOR.LISTO ENTER YOUR PREMISES SOLAR DEVEI.OPEk LIB,$301,N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF TIE SC31TE SC LM UT % ATTN. PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEP EST: IF YOU CANCEL THIS CONTRACT AGREEMENT. F WITHIN SUCH PERIOD,YOU ARE ENTITLED TO A FULL 0. 00 NOT SIGN T141S AGREEMENT BEFORE YOU REFUND OFYOUR.MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES.. `You acknowledge that WITHIN 30 'DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of the CANCELLATION NOTICE SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement,a►d Of CANCELLATION FOR AN EXPLANATION OF THIS that You have react and received a legible copy of every RIG:W. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that; We have signed during the YOU THE. 'NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBIT FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENT'S MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAAYMENTATYOUR RESIDENCE BEFORME END F. D0 NOT SIGN TWS AGREEMENT" IF THIS -OFTHE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES- Yw are R. You have the right to rewire Us to have a entitled to s completely flied: In copy of performance and payrnent bond'. _ I 0 BY CHECKING THIS 80)� YOU AGREE TOO REWE nEMONIC: RECORDS AS FURTHER DESCRIBED IN SEC ON T m AND AGREE THIS CHEMOXCO YOUR ELECTRON IC SIGNATURE. oSY CHECKING THIS BOX YOUAGREE AND OPT4N TO RELIVING TEXT'MESSAGES AS FU MER DESCRIBED IN SON Ci AND AGREE THIS,CHECKBOX CONSTITUTES YOUR.ELECTRONIC SIGNATURE. o BY CHECKING THIS BOX„YOUAGREE TO ARBITRAT10NANOWAIVE THE RIGHTTO A JURY TRIAL AS DESCRIBED IN SE O e AND AGREE THIS CHECKBOXCONMTV , YOUR ELECTRONIC SIGNATURE VIVINT SOLAR DEVELOPER,I,l.C, :CL?DMERS _ J n uur *WO A - so>'espersan mQ,; 94 506 MOW A1a7f Copyright 0 011- 15'-Wnt Solar 1eveloper,.UC. AfffttuftsexwAl, PPA 1.11/2 5,4.211 Nige 17 CERTIFICATE OF LIABILITY INSURANCE DATE(MMI ;E(MO D15DIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR,ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME: 122517TH STREET,SURE 1300 PHONE FAXAf No DEWER,CO 80202,5534 E�AAIL Attn:Denver.CertRequest@marstLoom I Fax 212-94MUl ADDRESS: c INSU S AFFORDING COVERAGE , . NAIC S INSURER A Evanston insurance Company s 35378 INsuREo Urvint Solar,Inc: 011suRER B:Zurich American Insurance Company 16535 Vivint Solar Developer LLC INSURER C American Zurich Insurance Company 40142 3301 Solar Provider LLC INSURER D:Scottsdale Insurance Company 41297 3301 North Thanksgiving Way,Suite 500 - Lehi,UT 84043 . INSURER E d _ INSURER F- COVERAGES CERTIFICATE NUMBER. '; SEA-002920068-04 REVISION NUMBER:2 THIS IS TO CERTIFY,THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR - POLICY EFF POLICY EXP LTR , TYPE OF INSURANCE POLICY NUMBER wDD MIDD LIMITS A X COMMERCIAL GENERAL LIABILITY 15PKGWE00274 11/01/2015 01/29/2016 EACH occuwzENCE $ 1,000,000 CLAIMS-MADE X DAMAGE TO RENTED PREMISES Me occurrence) $: 50,000 X SIR:$100,000 AHED EXP(Any one person)" $ 5,000 y PERSONAL&ADV INJURY $ 1,000,000 MW AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ POLICY a JECa LOC .. PRODUCTS=COMP/OP AGG $ 2,000,000 OTHER: t B AUTOMOBILE LIABILITY BAP509601501 1110112015 1110112016 COMBINED SINGLE LIMIT g 1,000,000 . - Ea accident X ANY AUTO BODILY INJURY(Per person) $ � .- ' ALL OWNED SCHEDULED BODILY INJURY AUTOS AUTOS (Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ Comp(CdlDad s 1,aoa D UMBRELLA LIAB X OCCUR.` VES0002110 r 11/010015 01/29/2016 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE ` AGGREGATE $ 5,000,000 DED I I RETENTION$- .-. - $ C WORKERS COMPENSATION WC509601301" 11/01/2015 11/01/2016 X S ATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETORlPARTNEWEJECUTIVE YIN N AZ,CA,CT,HI,MD,NJ,W.NV,NM, - - - E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED?. N/A _ - _ _ (Mandatory In NH) OR,PA,UT s E.L DISEASE-EA EMPLOYEE $ 1,000,000 B if yes,describe under C509601401 MA 11/01/2015 11/01/2016 DESCRIPTION OF OPERATIONS below ( ) E.L DISEASE-POLICY LIMIT $ 1,000,000 A Errors&Omissions& 15PKGWE00274 11/01/2015 jil/29)ii)16 LIMIT 1,000,060 Contractors Pollution SIR = 1= 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddPoonet Remarks Schedule,may be attached H more space is required) - CERTIFICATE HOLDER +~ CANCELLATION Town of BmstaWe S 200 Main St •• SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 'BE DELIVERED 1N Hyannis,MA 02601A002 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Pa)sloel ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) -The ACORD name and logo are registered marks of ACORD - l iho 6"nitil:itoi Iot'et/lh t,,j tltinslit."/tor sells ��.. /ldl►lt�lt►t�tll.uf'�lr�N�lrlul�tctrad4nls - r 00 1VO.NhInglon ,Street Y ffivsh►tr; i11,4 1121/l IVIVIV.I►ei ss.8 oit' ll/rt , VVok'IskfS4 ilt�tt+,t .y ltiit�t ltl, lirttlat a�1tl tttt : llt cturs/electricians/Plumbers t � '►1� 1 ,��M, -- Please Print Lee bN Ni1tN(till 4iiitaaj()i Ll+it•ltlltitllll+lllt-ho11, � `�°i. in /(!� c�'to i�'� .t- ` , -" p �.ew a ` ��.t1411 'tli �SF ) IlArt4 +,+.' t✓� e +,/ %.it�� �`O4 „ ' " rw �k.�.�a: +�+�=mow-,.. .��...,ww.i��.�.,., ��ny.a.�..,� �.,�..«�..w -: - r. tr�t�' It1Ilail.i�li. j" '' I+ Ilk ��t►+{ ..� .,ti �IlIUrI(. II: CJ 1 �,. rktl yoo All villilhly(O f;ll(A tk, approprl ll0 btlx `fYPe of project(reeiulredj:: '1:,Q 1 utn n ftc►ii rill Gllnit.tt?tt?r'.It1ll I awk it t lliphty,,r`is ills 6.' ❑New construction villplttwt A(,ibli 11ut1lol'(lilt,-linittl.' h lyt ,tint t the sub-conti actors 4 a 4. � 1 iUN ii illti itNtileieltte 1t1 lsilrhl4rs l6tetl oli lite attached sheet.t 7. ❑ Remodeling s Itiit tilt, hilvtt ul►ctpploj'rt tt t 'l'licso vuh-yontractons have ' 8. Q Demolition _ %volbi►ig for life In illly hi;lililuffy wttrhur t-cuntp. intiur me c.' "fig Q Building addition~: No w0tkets'vamp, hlslu'nnco S ,�.Wt!11N a cilrportil on wid its �111jt ers Ilt►ve exercised their 10.0 Electrical cepairs_oradditiohs r�tinhs,tl.l - . . ,, I gill it h11111Ctl1Vlltlr dt?Iq till 0rk , HAN 01',elliplion per MOL, l t.❑ Plumbing repairs or additions myrelf.I Ntt workuro't:oillil.. t:, tS2, I(<i j,cmtl we,huve no ' 12.0,Roof repairs ' iltsttrotti;t;l�lptitctl..)i eiltltlttyt:eti;(Nu wt�rkcrs' ceitnp insurance required,) 13_❑Other +Ally,ttitili+f++nt thtu el+rrAa bit,,/I I must alga t111 ont the�i vltun hctow>`haw ntt titian workers'compensation policy information. . (lam\!1hYllikl�tvhtr Y11+1+4 ll+ih nitldnvil ludti'atiol;they t,to doing till wink and thetl hire oulsidc contractors must submit a new affidavit indicatingsuch_ �- li'sniltns la+r Ihlil chtti.A thi%taut ettitt attached all MhlUinnal.sheet shttwin�;tlnv nnmc urthe sub•coniractors.and their workers'comp.policy information. ■rrle,arrii�meaanssa�zrc tit##an omple►jer that h pro►it(Ing►vnrkr;rc'compenrutlon insurance for my employees,-Below is the policy and job site itljurmarlan• - � . t Ilislul"liti&Cotl pally Name: �-wit Is Aneri Gera - r_h�u.✓.I ttc� 'Csr!�An K`1 1►ttliey It t)rtidll=ins 14ic, Ili 0 g G Of I&I Expiration Date: t (°] t/ 20/4 Jnh Nilc Addrely: City/State/Zip: AIlitel a copy or Iho wl►rk"s `oiiipoilstltion'ollcy 0celu ration page(showing the policy number and expiration date). I'ilih"ti :tceure t:ttvcrtttte os requiied under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a t:nte lip to$1,500.00 and/or,one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine tit'tit)to$ 50.01)it day against the—violator. Bc adviied that a copy of this statement maybe forwarded to the Office of lnvt:;ltigation:l of[Ito DIA for insurtnce coverage verification: F' ` teta� TlCf - - 1 eta hereby ce>rt1h,under lite pains and penalties of perjury that the information provided above is true and correct twttll4ttr4__ �' Date: *: ,lull 80 (• 22— 6Lir (/#Ielal usq only. Uo not write In this area,to be completed by city or;town official City or`l'owit: £PermIt/.LlcenSe Al, irrupts Allthority.(drele one): 1. Board of leulth 2. Building Department 3.City/Town Clerk.:4 Electrical Inspector'S.Plumbing lnspector 6.Othen 'Conlact Noon': Phone 4� Scanned by CamScanner i � �� Sol a .: '3301"North Thanksgiving Way, Suite 500 `Structural Group ,Lehi,, UT 84043 P. (801)234-7050 Scott E. Wyssling, PE Senior Manager of Engineering i :. ` .SCott.wrysSling@vivintSolar.Com a,, � ..e. w -• .y ,r-,.° ,5t 4 ��?� �;t�fif�f�.a tw 4v.::�'�'•b� ;,�,t#.+..�°C,.- s, '� ��* a Sr�Fi�la• �'ti�. a, .s �-.,rw. r - r: za t t « .Januarji'11' 2016 4" .s t I r t, ¢•.' " 1'6 ` Revised'January 15,,2016 Mr. Dan Rock, Project Manager Vivint Solar . . , ;�* �, v ., tt r $;u ' . • . 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: ` Structural En ineenng Services .��1 Z!. .3 -1 ' i Gradie ReSlderlCe` s sf ., 1 xc�• `" i v 4 °41`Carrie Lees,Way ''Centecville MAC` =""d S-4750943- ' k 1 Y 8.06kW :Y .. .. A r .fi Dear Mr.'Rock:' `'t 4 'r .=°f "c • '� g 4 ' � �4 r' �s: t � � `, ° : ,� + � « §.., �r? '6 >�s tr,r. +� "k ,_iMw, 3t� k • ,r t1v. J. + Pursuant to your request,we have reviewed the following-information regarding solar Pei nel•installation'on the'roof of� X, the above referenced home: 1. Site Visit/Verification Form prepared by a,°Vivint Solar representative identifying specific site information including size and spacingofinembers for the existing roof structure.. ., �' `'` 4 2. Design drawings of the proposed-system-including,a,site plan, roof'plan'andtconnection,details for the solar panels. This information was prepared by the'Design Group and will,be utilized for'approval and, construction of the proposed'system: ti r 3. Photovoltaic Rooftop Solar System: Permit.Submittal identifying design parameters for the solar System. & AYz. t , ti y.+,C ..` `' c ♦ a' x..>., "4 � < �f d `l,,�,.i °9,. w=� x ^r$..," `L .r,_ yT�.E".: ''' '.,`•,p,N - - ,. _ _.. t'structural r ... , 4. .Photographs of the inter i6e and extier o�of the roof system dent fyingFexisting'structural'membersand their conditions. Based on the above information we.have evaluated the.structural capaciky,of�the,existing�roof system to support the , additional loads imposed by the, panels.and have the following comments related to our^review,and evaluation: '-+ ,��` , t fe« -;a .3 ,_� •:x*�:'*M'�:°, .�# t � ,a�;y s;tetA}�3 a.r° :� ,m.�'y"`C�t,A Description of Residence:. s; ' r, t The existing residence'is"typical wood-framing con'struction�with the roof ystem consisting-of the following ` * ,.. V, -i4, « m .'ti ,..�,. • Roof Section'1: Roiif°section is composed,of 2z6 dimensional lumber,at,16" on center with 1x8 collar. ?t.� . F t,-rv.. )., 1?� T. .. i ties every 48"and a single layer of,roofing.The attic space is unfinished and photos ndicate,that there was free access to,visually inspe" tythe size and condition of the,roof members,;; uy' • Roof Section 2"Roof section is composed:of.assumed 2x6 dimensional lumber at-16"on center and.a `single layer of roofing. The attic space is finished and photos•indicate that there was no`access'to ..visually inspect the size and condition`of the'roof members:)4; c'fc t; {_ " +�i,:,iak .x x Roof Section13: Roof section-Is composed 2x6. dimensionalilumber'at 16`on`center4hd,(a singlek ` >Tlayer of roofing IeThe attic'space'is unfinished and photos indicate`thafthere wa`sIree,access to visually f.z `w f inspect the size and condition of the roof members. , ; § . �,�s,"-'r 4` All,wood4natenal utilized for the roof°system;is"assi med'to be�Spruce-Pine=Fir#2'or-better with`standard.construction - components: e.existing roofiniiWaterial+consists of composite shingle. Our review of the photos of the.extenor�roof y g - i* g y ed underlying membersl does not indicate an signs of settlement or misali nment caused b overstress r r' ' 4 ar vow -r r .. i .' Ad",•v,r .- '§' .. , '.. _. . tip' k. s- p a 4 F -- ' a s >r , a Page 2 of 2 - Stability Evaluation: A. Wind U li n N '�ft� oad� a -1 P .9 1. Refer'tosattached Ecolibrium Solar calculations sheet for;HASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of:100 mph based on Exposure Category Band 21 and 22 degree roof slopes on the dwelling areas. Ground snow load-is 30 PSF for Exposure B, Zone 3 per (ASCE/SEI 7-10). : 2. Total area subject to wind uplift is calculated for the Interior;Edge and Corner Zones of the dwelling. , B._Loading Criteria 10 PSF= Dead Load (roofing/framing). ; 30 PSF =Live Load (ground snow load) 3 PSF = Dead.Load,(solar.panels/mountinq hardware)a Total Dead Load 13 PSF _ v The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with,the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing'members wilt'support the additional panel loading without damage;if installed correctly.; 4 C. Roof Structure Capacity >: 1J, s , . 1. The photographs provided of the attic space and roof�rafters show that the framing is in good condition with no visible sign's of damage caused,by prior,overstressing: 4. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Ecolibrium Solar Installation Manual", which can be.found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or our office should be notified before proceeding with the installation. 2. The solar panels are 1 V thick and mounted 4 %"off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof.' 3. Maximum allowable pullout per lag screw`is 205 Ibs/inch of penetration`as-identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 %2 is less than the maximum allowable per,connection and therefore is adequate. 4. Roof Sections.(1,.2, and 3): Considering.the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as'panels are installed perpendicular across members and no greater than the.panel length„when installed parallel to the members (portrait). No panel'supports spacing shall be greater than four(4)spaces or 64"o/c,whichever is less,. ` 5. Panel support connections shall be staggered to distribute'load to adjacent members:' 6. If collar ties are not;present per-Massachusetts building code we recommend that 2'x 4 co►lar ties be installed at two third.ofthe attic.height @ 48"on center.,,.. . -r, c.;' y �.�' :fro, " •: W .. .f � -�,<,.�� F ,. �, < . • Based on the above evaluation,'with appropriate panel anchors being utilized'''-,the roof system will adequately support the additional loading imposed by the solar panels. This evaluation ,is in conformance with the 2009 International Residential Code with Massachusetts Amendments,,current-industry standards,and practice, and the information supplied to us at the time of this report. j ,F*, �Z% y . Should you have any;questions regarding'the above or if you require-further" rma i n do not hesitat c contact me. V truly yours, w z " OF SLIN VIL Scott E. Wyssling, P No $soz MA License No. 5 07, P e GiSTE ASS/ONAL ENS N 41 Carrie Lees Way; Centerville MA 02*632 C4 ID _ Sow in a r ; 1 Of E"z �O PV SYSTEM SIZE: 8.060 kW DC V INTERCONNECTION POINT,- t INVERTER,ANSI METER LOCATION, LOCKABLE DISCONNECT JUNCTION BOX ATTACHED TO FT' SWITCH, ARRAY USING ECO HARDWARE �' T v` y « &UTILITY METER LOCATION TO I' KEEP JUNCTION BOX OFF -, ` - ���« ROOFxf`.v - ice" , 4' r. `''.' -, ` °` I - t Ar. R NIN Y 1 o cq o ,� o — � � I NLLJ L Q a z to .(31)Jinko260P-60 MODULE t w w co z m 90'OF 1"PVC CONDUIT J J FROM JUNCTION BOX TO O ELEC PANEL `�`r♦ 1 z z < �I , ' r• SHEET t ^ I NAME: I .. �• y'y .. 1 , ,� Q _ _ _ _ _ SHEET L _ _ _ _ • { NUMBER: PV SYSTEM SITE PLAN SCALE: 3/321, Roof Section 3 o RoofAamuth:85 _ Roof Tilt 21 TIE INTO METER# C 2229910 ( ao � 0 d a)J�� j UCZ O COMP.SHINGL j d'�j U } cc .I f'`SKYLIGHT(S _ .. �+• � F 3 4 t S ROOF VENT(S): Cf LUMBING VENT(S) Roof Section 1 PV STRING#2. v Roof Azimuth:175 v 18 MODULES ' m Roof Tilt:21 v .a` e ' < ... . _• �, y y~ _ Z m Q j' W W Z m U 3 v. SHEET :. NAME: ' Roof Section 2, LL Z V STRING#1: O Q RoofAamuth:265 13 MODULES RoafTit-22 O J SHEET c NUMBER: PV SYSTEM ROOF PLAN SCALE: 3/32"= V-0" > d CLAMP MOUNTING SEALING �{ (� PV3.0 DETAIL WASHER N LOWER N SUPPORT a m c NE.�H .� V..Z t.! PV MODULES, TYP. MOUNT z Y _ ; mow• ,,.t,. ,.;, <.k•.-. 8 o �� U F OF COMP SHINGLE ROOF; , :' ,- N � LASHING PARALLEL TO ROOF PLANE 2Y1/2" MIN C') e 5/16"0 z 4 1/2" t 2 MINIMUM STAINLESS t' f k F PV.ARRAY T1(P. ELEVATION sTEEL LAG scREw .• TORQUE=13±2 ft-Ibs .. . x_. NOT TO SCALE � ' _ - 'CLAMP ATTACHMENT .. T NOT. TO ,SCALE, �I M. µ CLAMP - = t O© i ATTACHMENT r. A•e ANTELEVER L/4 OR LESS .. • '�4 '• 'Gr .t .. a COUPLING r t^t.x^� .3 .f c y _. L=PERMITTED CLAMP •} � - ECO " {.,a SPACING SEE CODE COMPLIANT LETTER FOR MAX ALLOWABLE N t COMPATIBLE r r ; . - R j': CLAMP SPACING. g ' MODULE a COUPLING^ PERMITTED CLAMP+ CLAMP t s , `..0}.. CLAMP ATTACHMENT SPACING " r z COUPLING SPACING x ,PHOTOVOLTAIC MODULE' > j ; n Q O ` — moo , J Z Z , say q r ,M SHEET-. ,# NAME: t .L=PORTRAIT CLAMP SPACING ` #« Z 0 COMPATIBLE PV SYSTEM MOUNTING DETAIL ' - SHEET : L=LANDSCAPE NUMBER: CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE o' M - NOT TO SCALE O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of Connection Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size AC Output CurrentRated for max operating condition of inverter Arcod,ng to Nec 39.58 Amps 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 6so.a(B)(1) N 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air NEC 690.35 Compliant g N Nominal AC Volta a 240 Volts V c 2 THWN-2 10 AWG 4(V+„V-) PVC 1" *opens all ungrounded Conductors THIS PANEL FED BY MULTIPLE SOURCES v m 2 THWN-2-Ground _ 8 AWG 1 PVC (UTILITY AND SOLAR) -"• 1" � a Notes: SE760OA-US-U Inverters Specs: 3 THWN-2 8 AWG 3(1-1-1,1-L2,1-N) PVC 1" p 3 o W 3 THWN-2-Ground 8.AWG 1 PVC 1" ,Wire size and breaker calculations dependent'upon CEC Efficiency 98% �2 2 Inverter Continuous Maximum Output. „=� Example:SE38000A-US-U Max Output=16A AC Operating Voltage 240V �.Z z Y <20A.Therefore a 20A solar breaker will be needed for Continuous Max Output 32A ^d� i each SE3800A-US-U inverter. Wire Gauge should also DC Maximum Input Current 23A <q O _ r be determined With 16A Max for each inverter. Q r ' , - t Solar Edge Optimizer Specs: CU ALL CONDUCTORS, P300 DC Input Power 30OW C_ ' SHALL BE COPPER DC Max Input Voltage 8-48V DC Max Input Current 12.5A t Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating ' 5250W L Highest Monthly 2%DB Design Temp 35.6°C* Module Specs: 31 PV MODULES PER INVERTER=8060 WATTS STC - Lowest Min.Mean Extreme DB -17°C VOC Temp coefficient r V/°C Jinko260P-60 1 STRING OF 13 PV MODULES p Short Circuit Current(Isc) 9.11A c 1 STRING OF 18 PV MODULES µ Open Circuit Voltage(Voc) 37.8V to System Specs: Operating Current(Imp) 8.47A Q Max DC Voltage 500V Operating Voltage(Vmp) 30.7V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A eQ ?u Max.DC Current per String 15A STC Rating(Pmax) 260W 8 + - - + - - + Nominal AC Current 32A PowerTolerance -0/+3% ° *CONFORMS TO ANSI C12.1-2008 - - - - - — L1 L2N (V ` a M 0 0 0 o o 17 18 .. w :.» .,, !: SOLAREDGE ', , SE760DA-US-R C O cr - - - - - - - +::-` .. INVERTER' - - , N DC U Square D#DU222RB � W = 60A/240V UNFUSED 200A Y^ , 2 Q - NEMA3 r > � SOLAREDGE OR EQUIVALENT M. ti DC SAFETY - - F w w z m SWITCH ul Z SOLAREDGE . a 7 _ . S. W a _3 " P3006PTIMIZERS` ' 4DA _ Z Z <O EXISTING - SHEET 240V/200A AC NAME: (— =- - -- =-- -- LOAD-CENTER ', w G Z> VISIBLE •WITH 1-2 POLE 40A , LOCKABLE SOLAR BREAKER ^{ KNIFE'A/C JUNCTION BOX DISCONNECT 3 - WITH IRREVERSIBLE = - GROUNDSPLICE - ' SHEET 'NUMBER: - O a Lu r i ROOF SECTION REMOVED W OOF SECTION 3 � AT CUSTOMER REQUEST Az:85 Ti:21 V ro THIS ROOF SECTION'S TILT/AZIMUTH ARE a UNABLE TO PRODUCE MIN 800 SUN HOURS 4 MODULES @ 847 SUNHOURS N O Lu a W �M cj�E_Z n^�'�jZ m W aU0 Q r n J v F- �k COMP.SHINGLE T � N J rn N a n � r fD voi J m o v O N � a � W U Z m Q Z W .. of V7 } W W Z m J J W Z ROOF SECTION < < Q Az:175 Ti:21 u) vi a 20 MODULES @ 971 SUNHOURS z o SHEET NAME: ZU 0 U LLJ OJ ROOF SECTION SHEET Az:265 Ti:22 ANCELED ROOF SECTION BELOW MINIMUM REQUIREMENTS. NUMBER. 7 MODULES @ 908 (MODULES RANGE FROM 776-792 SUN HOURS) SUNHOURS O ROOF SPACE CONSTRAINT d 78.2% CUSTOMER USAGE OFFSET a. N 41, Carrie Lees Way, Centerville MA 02632 -q c . N a�am } ��dz Q�aUO ti I O co PV SYSTEM SIZE: 8.060 kW DC V INTERCONNECTION I a a POINT. t � INVERTER ANSI METER LOCATION, • +• r :.. , �,*�.. � ) LOCKABLE DISCONNECT JUNCTION BOX ATTACHED TO SWITCH, ARRAY USING ECO HARDWARE • &UTILITY METER LOCATION TO - I KEEP JUNCTION BOX OFF V j ROOF Ouo - 5 N � U Z co Q Z lL (31)Jinko260P-60 MODULE 90,OF 1"PVC CONDUIT i J J w m FROM M JUNCTION BOX TO ELEC PANEL SHEET' NAME: �— — — — — — SHEET NUMBER:' PV SYSTEM SITE PLAN o SCALE: 3/32"=.V-0" >.. i Roof Section 3 Roof Azimultc 85 00 Roof Tilt 21 TIE INTO METER# 2229910 ac T� Lu 1 �Jig D0Z �`"dz COMP.SHINGLE j v 000 C �n j e- tIM �J ! SKYLIGHT(S }' ' rROOF VENT(S) ' O _ OO O= o I � i J LUMBING VENT(S) PV STRING#2: Roof Section 1 Roof Azimuth:175 18 MODULES m o Roof Tilt:21 ^ n t y OR f or ¢ uJ R w Z Y - 210 SHEET - NAME: Roof Section 2 LL Z R ctiofAam V STRING#1: O Q RoofTilt?2 13 MODULES O J a. SHEET �. NUMBER: PV SYSTEM ROOF PLAN SCALE: 3/32"= V-0" > E _— CLAMP MOUNTING SEALING U PV3.0 DETAIL WASHER �. LOWER • 3 0 SUPPORT .c ;a m ID W°'3z PV MODULES, TYP. MOUNT ; r - FLASHING` _ * �80 Q' OF COMP SHINGLE ROOF, - PARALLEL TO ROOF PLANE MIN wa ... ; 5/16"0 x 4 1/2" b -•`.' MINIMUM STAINLESS` ` PV ARRAY TYP. ELEVATION STEEL LAG SCREW t NOT To SCALE TORQUE=13±2 ft-Ibs CLAMP ATTACHMENT r, _ �T. .. is NOT'TO•.SCALE r, le wr-4fi t CLAMP+ _ r t ATTACHMENT 8 ' 's- _ r'• . CANTELEVER+L/4 OR•LESS O� r.. . . COUPLING ,L=PERMITTEDWCLAMP ECO { f SPACING SEE CODE COMPLIANT COMPATIBLE - -� v`LETTER FOR MAX ALLOWABLE N MODULE . �x w•.r s , •y" CLAMP SPACING. --COUPLING- PERMITTED CLAMP+ CLAMP I +� _ < .r R s CLAMP, ,rI� ATTACHMENT SPACING _l F _ z m _ COUPLING Y : ,.PHOTOVOLTAIC MODULE„ ; z T` . li X r Z d 1 a a L) ,. SHEET, NAME: L=PORTRAIT• H L u `- - - - to CLAMP SPACING ^' ,. _ Q ECO COMPATIBLE o ULEIBLE PV SYSTEM MOUNTING DETAIL SHEET L=LANDSCAPE NUMBER: CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE o M NOT TO SCALE a , O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of connection Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size AC output current Rated for max operating condition of inverter Accoding to N. 39.58 Amps 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 690.8(B)(1) N NEC 690.35 compliant 1 Bare Copper Ground(EGC/GEC) 6 AWG N/A-Free Air N/A-Free Air Nominal AC voltage 2aoI volts U o 2 THWN-2 10.AWG 4(V+,V-) PVC 1^ opens all ungrounded conductors THIS PANEL FED BY MULTIPLE SOURCES !✓ 2 THWN-2-Ground 8'AWG 1 PVC 1" (UTILITY AND SOLAR) M c Notes: SE7600A=US-U Inverters Specs: 3 THWN-2 8 AWG 3(1-L1,1-L2,1-N) PVC 1" p 3 ow 3 THWN-2-Ground 8 AWG 1 PVC 1":Wire size and breaker calculations dependent upon CEC Efficiency 98% d g inverter Continuous Maximum Output.. AC Operating Voltage 240V nN/a"'z Example:SE380DOA-US-U Max Output=16A P g 9 L L E'2 <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 32A c� ` Y each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 23A :� U0 7'; +. be determined with 16A Max for each inverter. ALL CONDUCTORS Solar Edge Optimizer Specs: co < P300 DC Input Power 300W (' 5 4, SHALL BE COPPER DC Max Input Voltage 8-48V DC Max Input.Current 12.5A Design Conditions: DC Max Output Current 15A r Max String Rating 5250W_ • -, ASHRAE 2013 # • Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: _M 1 31 PV MODULES PER INVERTER=8060 WATTS STC - Lowest Min.Mean Extreme DB -17e C Jinko260P-60 1STRING OF 13 PV MODULES VOC Temp coefficient - V/°C 1 STRING OF 18 PV MODULES —" Short Circuit Current(Isc) 9.11A a a System Specs: Operating at n en Circuit Curre (imp)Voltage nt 8.47A P 9 (imp) Max DC Voltage 500V Operating Voltage(Vmp) 30.7V o e e 12 13 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A 1 Max.DC Current per String 15A ,_ STC Rating(Pmax) 260W g - 7FF - -v + - Nominal AC Current 32A Power Tolerance` -0/+3% *CONFORMS TO ANSI C12.1-2008 S — — — — - Li•L2 N N SOLAREDGE 1 SE7600A-US-R p Q INVERTER -. N W L,Square D#DU222RB440A • Z m = SOA240V UNFUSED _ NEMA3 �- j 7 o e e SOLAREDGE OR EQUIVALENT . '^k, Z i - - - - - - M* ti DC SAFETY - S y Y t . SWITCH - _ J .� w 2 L SOLAREDGE P300 OPTIMIZERS EXISTING SHEET 240V/200A AC NAME: — - — ----- -- LOAD-CENTER .. w VISIBLE WITH 1-2 POLE 40A Z J C7 LOCKABLE KNIFE'A/C SOLAR BREAKER I A Q ^/ 2 JUNCTION BOX DISCONNECT 3 'Q WITH IRREVERSIBLE = — GROUND SPLICE SHEET _ NUMBER: - a e - LLI N ROOF SECTION REMOVED U o OOF SECTION 3 Az:85 Till AT CUSTOMER REQUEST THIS ROOF SECTION'S TILT/AZIMUTH ARE a UNABLE TO PRODUCE MIN 800 SUN HOURS 4 MODULES @ 847 SUNHOURS m� 30� - W co Z ^�m mZ W�,0 . Q n J v � COMP.SHINGLE V c N iA m q n yk J o v O K O Q ~ w x Q > 2 I Z w .. d K z Y w w Z ca Z J J w ROOF SECTION ¢ a v 3 Az:175 Ti:21 vi 0 ¢ � 20 MODULES @ 971 SUNHOURS Klmlo SHEET NAME: z _. QO ROOF SECTION 2 SHEET Az:265 Ti:22 ANCELED ROOF SECTION BELOW MINIMUM REQUIREMENTS. NUMBER: 7 MODULES @ 908 (MODULES RANGE FROM 776-792 SUN HOURS) SUNHOURS c:) ROOF SPACE CONSTRAINT d- 78.2% CUSTOMER USAGE OFFSET > EcolibriumSolar Customer Info Name: 4750943 Email: �. Phone: Project Info` - . _ . �.. . ;. ..__� : _ ...�_.,. � Identifier: 62684 _ _ _-» _y_ Street Address Line 1: 41 Carrie Lees Way, Street Address Line City: Centerville State: MA _ Zip: 02632_ Country:United_States. System.Info ... �. w .:" : `. J Module Manufacturer: Jinko,Solar - Module Model: JKM260P-60 Module Quantity:.31 Array Size (DC watts): 8060.0; Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolaeEdge Technologies' Inverter Model: SE760OA-US (240V) . '- _ .�• _ .,... :. -_ ' :«.zu. Project Design Variables Module Weight: 41.9 Ibs .•`�x q . '_*� �. . _ _ _ ,� �. . ' Module Length: 65.0 in F ^"' Module Width: 39.0,in Basic Wind Speed:100.6 mph ` Ground Snow Load:40.0 psf - Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed', Topographic Factor:'1.0 Wind Directionality Factor: 0.85 - Thermal Factor for Snow Load:1.2 Lag Bolt Design Load- Upward:820 Ibf Lag Bolt Design Load-Lateral:288 Ibf EcoX Design Load -Downward:.722 Ibf EcoX Design Load - Upward: 765 Ibf - .+ EcoX Design Load,- Downslope: 297 lbf EcoX Design Load-Lateral:'23.3 lbf Module Design Moment—Upward: 3655.in-lb Module Design Moment—Downward:.3655-in-lb. Effective Wind Area:20 ft2 Min Nominal Framing Depth:-2.5 in Min Top Chord Specific Grav0:30.42 ` ' = ;,,>• ' h ' t`= Ecolbrium Solar Plane Calculations(ASCE 7-10): Roof 1 Roof Shape: Gable Edge and Corner Dimension: 3.9 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 15.0 ft = Include Snow Guards: No Least Horizontal Dimension: 39.0 ft a Roof Slope: 21.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.9 0.9 0.9 Roof Snow Load 30.2 30.2 30.2 psf i• Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4' psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0- 1. Design Wind Pressure Uplift' -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4, 2.4 psf ' Snow Load 30.2 30.2 30.2 psf Downslope: Load Combination 3 11.0 11.0 11.0 psf Down:Load Combination 3 28.6 28.6 28.6 psf Down: Load Combination 5 11.8 11.8 11.8 psf Down:Load Combination 6a 29.2 29.2 29.2 psf Up: Load Combination 7 -10.3 -17.8 , -27.4 psf Down Max 29.2 29.2 29.2 psf Spacing Results(Landscape) ' Description - Interior Edge 'Corner Unit Max Allowable Spacing Between Attachments 60.8 60.8 60.8 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.3 20.3 20.3- in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing.Between Attachments 47.1 47.1. 47.1 in Max Spacing Between.Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.7 15.7 15.7 in EcolibriumSolar Layout r i x � , Skirt Coupling Note: If the total width of a continuous array exceeds 35 ft,break-array to'allow for thermal expansion and contraction. See Installation Guide for details. 1. O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply.with 0 Bonding Jumper maximum allowable overhang. } Ecolibrium$olar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 20 • , _. . . Weight of Modules: 838 Ibs IWeight of Mountin g System: 164Ibs Total Plane Weight: 1002 Ibs a Total Plane Array Area: 352 ft2 t. Distributed Weight: 2.85 psf Number of Attachments: 82 ; Weight per Attachment Point: 12 Ibs L E 4 f . .. . i - ems. Y - . .. . Y - .. F .... � .,.. •w . .. . ... •. - l ' �<< .�7,• � EcolibriumSolar Plane Calculations (ASCE 7-10): Roof 2 Roof Shaper Gable Edge.and Corner Dimension: 3.0 ft Roof Type: Composition Shingle .Stagger Attachments:Yes Average Roof Height: 15:0 ft U •` '' Include Snow Guards No , Least Horizontal Dimension: 19.0 ft n Roof Slope: 22.0 deg Truss Spacing: 16.0 in Snow Load Calculations - y4 Description Y Interior Edge' Corner Unit Flat Roof Snow Load ` 33.6 33.6 . 33.6 psf Slope Factor 0.88 0.88 , '0.88� Roof Snow Load i i '29.6 29.6 ` 29.6 psf t 7' Wind Pressure Calculations Description ! '. Interior Edge Corner Unit , Net Design Wind Pressure Uplift'�' `"' -'19.4 -31.9` =47.9` " psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9, psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations r Description Interior ' Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 1. 29.6 29.6 29.6 psf Downslope: Load Combination 3 11.2 11.2 11.2 psf Down:Load Combination 3• 27.6 27.6 27.6 psf Down:Load Combination 5 11.8 11.8 11.8. psf Down:Load Combination 6a , : 28.5, 28.5 28,5 psf Up: Load Combination 7 -10.3 -17.8 -27.4 psf Down Max 28.5 28.5 28.5 psf, Spacing Results(Landscape)' Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 61.6 61.6 61.6 in Max Spacing Between Attachments With Rafter/'Teuss Spacing of 16.0 in 48.0 48.0 48.0 in [Max'Cantilever from Attachment to Perimeter of PV Array 20.5 20.5 1 20.5 in Spacing Results'(Portrait) Description Interior , Edge Corner. Unit Max Allowable Spaang Between Attachments 47.7 . 47.7 47.7 in, Max Spacing Between Attachments With Rafterhruss`Spacing of 16.0 in~' •32. '32.0 in. $ ;* Max Cantilever from Attachment to Perimeter of PV Array, • 15 9,;t. 15.9 ,rq. ,15.9• Yw, in EcolitiriumSolar Layout _ � t i r _ _ 4 • w „ 6 p; � Skirt o Coupling . Note: If the total width ofra continuous array.exceeds 35 ft,'break,array,to allow for thermal expansion and contraction. See,Installation Guide,for details., O Clamp _ Warning: PV Modules may need-to be shifted with respect to roof trusses to comply with Bonding Jumper �inaximum allowable overhang. .+ Of �:: _ EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited,Permit Process F' Module Quantity: 7 i�w•. ;r •fir_'' € Weight of Modules:293 Ibs Weight of Mounting System: 164 Ibs ` Total Plane Weight:457 Ibs Total Plane Array Area: 123 ft2 Distributed Weight: 3.71 psf Number of Attachments: 82 Weight per Attachment Point: 6 Ibs } . ` • -��;.• Y .... ..;` ..:` . p.. M.....w ..,. .,'.:�s.�t_. ,• � .. .......,. + ..,. ,• �._ n. -. .,I1.Y . r wa Sr : .r.. •` fi SS (. f.. .. -.,_r. ..... •. .. .. , t•,.!r _•._. .,. .. __ .....�,rw.�.. ._ tea,. ^-z',_ .,ryf•q_, <. .w» ..° � . � 1 r i EcolibriumSolar Plane Calculations (ASCE 7-10): Roof 3 ` Roof Shape: Gable Edge and Corner Dimension: 3.0.ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 1.5.0 ft Include Snow Guards: No Least Horizontal Dimension: 21.0 ft Roof Slope: 21.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description. Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.9 0.9 0.9 Roof Snow Load - 30.2 30.2 30.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift a -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce , 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 30.2 30.2 30.2 psf Downslope: Load Combination 3 11.0 11.0 11.0 psf Down:Load Combination 3 28.6 28.6 28.6 psf Down: Load Combination 5. 11.8 11.8 11.8 psf Down:Load Combination 6a 29.2 29.2 29.2 psf Up: Load Combination 7 -10.3 -17.8 -27.4 psf Down Max 29.2 29.2 29.2 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 60.8 60.8 60.8 in Max Spacing Between Attachments With Rafter(Truss Spacing of'16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.3 20.3 20.3 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 47.1 47.1 47.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.7 . 15.7 15.7 in r EcolibriumSolar Layout t j i m Skirt o Coupling t Note: If the total width of a continuous array.exceeds 35 ft, break array to allow,for,thermal 9 Y Y expansion and contraction. See Installation Guide for details. O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with, 0 Bonding Jumper maximum allowable overhang: F._ .is EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity:4 Weight of Modules: 168 Ibs Weight of Mounting System: 164 lbs Total Plane Weight: 332 Ibs - Total Plane Array Area:70 ft2, Distributed Weight:4.71 psf 'Number of Attachments: 82 Weight per Attachment Point:4 Ibs F x m r J 3• r i F' EcolibriumSolar Bill Of Materials • A • s . - Part, Name Quantity ECO-001_101 EcoX Clamp Assembly 82 ECO-001_102 r EcoX Coupling Assembly 39 ECO-001_105B + EcoX Landscape Skirt,Kit 4 ECO-001_105A EcoX Portrait Skirt Kit 7 ECO-001_103 EcoX Composition Attachment Kit 82 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S=Tile Flashing 0.• ECO-001_118 EcoX W-Tile Flashing i 0 ECO-001_363 f EcoX Lower Support-Tile. 0 ,. ECO-001_109 EcoX Electrical Assembly(optional) 3 4 ECO-001_106 EcoX Bonding Jumper Assembly 9 ECO-001_104 EcoX Inverter Bracket Assembly • 0 - r 1. - - ECO-001_338 _ EcoX Connector Bracket 0 y 7 ECO_001-359 EcoX Lower Support- Low Slope 0 oFtKKE r Town-of Barnstable Regulatory Services BARNSTABLE. y MASS. $ Thomas F.Geiler, Director Building Division Tom Perry,'Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 July 29, 2010 ` Thomas M. George 46 Barrows St. Norton,MA 02766 RE: 41 Carrie Lee's Way, Centerville Map: 168 Parcel: 008 013 Dear Mr. George: This letter is to inquire as to the status of the project at the above referenced address. As _. you may recall, a permit was issued by this office on October 20,-2006 for an addition and remodeling. Our records indicate that final electric, plumbing, and building inspections. are still needed. Please contact this office at<(508) 862-4034 to arrange for a final building inspection or explain the lack of progress. Thank you for your prompt attention in this matter. t Respectfully, wgo Lauzon ' Local Inspector Q:zoning5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION b Map J Parcel Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee 7 Planning Dept. Permit Fee r. r®lip/®6 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �+ Project Street Address �+ I� rr e Village ( e, T C'r tj' In Owner 1;, Address '� 9 /t"/'e.�ln H�, �. AIDt-�Vh VYl4 Telephone fi-) — Permit Request d �i`' Ac ' A S m r► n af- ih e.'n `, I d peck A/10 fly 7s n �f Ado Square feet: 1 st floor:existing /Zb proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay ' "Project Valuation / 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 'Z 013 7 2- Dwelling Type: Single Family ar' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Uklq—o On Old King's Highway: ❑Yes VI Basement Type: $ ull ❑Crawl ❑Walkout _❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) t 7 7 Number of Baths: Full:existing new --� Half:existing new Number of Bedrooms: existing new Y Total,Room Count(not including baths):existing new I First Floor Room Count Heat Type and Fuel: k6as ❑Oil ❑Electric ❑Other = Central Air: ❑Yes 8-90 Fireplaces: Existing f New -! Existing wood/coal s ve: ❑'IS lo C--) s Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ex l ig ❑neW size Attached garage:9'existing ❑new size Shed:❑existing ❑new size Other: VIf } Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ f101 a Commercial ❑Yes W4,6 If yes, site plan review# Current Use �r� , Proposed Use A B INFORMATION Name Telephone Number 'S-1) 2 f .000r Address License# (� S�� / x�• 2�/9�� r n 11"dA OZ7W, Home Improvement Contractor# Worker's Compensation# W 6 - 93 O - i y r 4. ALL CONSTRUCTION D ES T G FROM THISPROJECT WILL BE TAKEN TO SIGNATURE DATE b FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. 3 ADDRESS. VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION s k FRAME !? �;(a INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL } FINAL BUILDING $ �'0Zy .a DATE CLOSED OUT ASSOCIATION PLAN NO. r �\ - - 1/tG liV/rsnwi•rrcw••r• v, iIi KYYK•./-w��--.. \ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.rnass.gov/dia Workers' Compensation•Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/or nization/Individual)' // / 6o Q�._k_�A d�n L , Address: City/State/Zip: /V 0 r-+DY\ Phone#: Are yo n employer? Check the appropriate box: Type of project(required): 1, I am a employer with _ 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hiredIthe sub-contractors 2.❑ I am a sale proprietor or partner- listed on the attached sheet$ 7. El Remodeling ship and have no employees These sub-contractors have 8: ❑ Demolition working for me in any capacity. workers' camp,insurance. 9. ❑ Budding addition [No workers' Comp:insurance 5. ❑ We area corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.El I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs oT additions myself.[No workers c. 152, comp. ,- §1(4),and we have no 12.0 Roof repass insurance iequirA]t , employees. [No workers' 13.0 Other . comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their work='compensation policy information:' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside cmtractors must submit anew affidavit indicating such k'rntraatora_thatcheck this boa must attached an additional sheet showing the name of the aub-contractors end their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for.my employees. Below is the policy and job site information. Am- Inswance Company Name: e r_,L-A-r% /�in t, iFl ai rA i C-C - Policy#or Self-ins.Lie. F-7' 3 ro o �9 Expiration D e: I C7 - f� s _c Job Site Address: �� e- e-er 5, lJ L1 City/StatvZip: &�If--.JC ✓�1� Attach a copy of the workers' compensation p.arlicy declaration page(showing the policy number and expiration date).. Failure to sectne 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 impris n well lcivr7 penalties in the form of a STOP WORK ORDER and a fsne of up.to$250,00 a day against the vio Be advis t a copy of this statement may be forwarded to the Office of Investigations of the DIA for in , coverage v ' cation. I do hereby certify u r e ains and aloes ofPe wry h the information provided above is true and correct Si atire: Date: 6 Phone 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.Boa.Ad of Health 2.Building Depaa-tmerno. 3.Cittyri—own 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. of th d contract hire . Pursuant to this statute, an employee is defined as ...every person in the service of another under any c , 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 employmentbe 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 ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to ft contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractors)name(s),address(es)and phone number(s)along with their 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 LL,C 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' compensatioa policy,please call the Department at the number listed below. Self-insured companies shoOd 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. oftj 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 permitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications i a any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Ue Address"to 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 fixture permits or licenses. Anew affidavit roust be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax member: The Commonwealth of Massachusetts Department of Industrial Accidents. Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ent 406*or 1-877-MASSAF'E Fax#617-727-7749 Revised 5-26-05 www.mass.govIdea °FTME 1° Town of Barnstable Regulatory Services + + + + * BARNSrABLE, r y MASS. $ Thomas F.Geiler,Director 1 p. Building Division Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. ,I n Type of Work: (� t o IC Estimated Cost j Z 54 p 6 Address of Work: �. (�A f/�i '���S �n/�i� Lot, kcLA 15A,1_4 S 44 Owner's Name: Date of Application: 9'3 6/0 (? I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied E]Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR G TY FUND UNDER MGL c. 142A. SIGNED ER P A IE /OF JURY r I hereby apply for a permit as the a o the o er: Date Contractor Signature Registration No. OR *� Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 ENERGY CONSERVATION APPLICATION FORK! FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: Applicant Address: City/Town: Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): Z. ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK`from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d.through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Areal sq.ft. g. Floor R-value R- c. Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab-Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: `Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC.Trade-Off Worksheet,if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: _ aa.G�ADIDMON Wall+Ceiling Area sq.ft. b.Glazing Areal 1 y Z sq.ft. c.Glazing%(100 x b=a) 1 S ,�]% E with Glazing% (c.) up to 40%may use 780 CMR Table J1.1.2.3.1 below: XI M U-value MINIMUM R- alu s FeneWation2 Ceifing3 Wall 19gr Basement ll Slab Perimeter,Depth-, 0,392 R-13 -19 R-10 R-10,4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e:not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM"addition(greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. - Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s)for Denial: (provide additional details as needed on back side) VV/ iJI LVVV ii.1V iJV VV JJtJVJ r11H Mr—MIDUL-V 111.7LIISr411C PFur- .CIG! 'UL ACORD- CERTIFICATE OF LIABILITY INSURANCE 06DATE/13/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION IFICATE R. A. Reinbold Insurance Agcy. Inc. HOLDERNTHIIS CERTIFICATE DOES NOT AMEN D,TS UPON THE EXTEND R P. 0. Box 68 ALTER THE COVERAGE AFFORDED-BY THE POLICIES BELOW. N. Attleboro, Ma. 02761 INSURERS AFFORDING COVERAGE NAIC# INsuaeo INSURER A. Providence Mutual Insuranc Co.TMG Carpentry Inc. INSURERS: HADover Insurance Co. 46 Barrows St. INSURERC: American Home Assurance Co Nortonp. Ma. 02766 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INW DIT POLICY NUMSER POLICY EFFECTIVE POLICY EXPIRATXIN —DATE fmM?DDfYYI OMITS GENERAL UABIUTY EACH OCCURRENCE E_ A X COMMERCIALGENERALUABILITY DAMAGE AMA �pe S A�8 CLAIMS MADE ®OCCUR CPP 0054571 3/17/06 3/17/07 M RE ISELLLW elW4renen) 9 PERSONAL3,000- &ADV INJURY .1 GENERALAGGREOATE $ Q� GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP POLICY . PRO IEGT• WO AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 8 ANY AUTO (Ee eteldeAQ S All OWNED AUTOS AM 6103198 3/17/06 3/17/07 BODILY INJURY X SCHEDULED AUTOS (Par Person) $ 100,000 HIRED AUTOS BODILY INJURY NON-OWNED AUTOS leer accwen* S 300,000 PROPERTY DAMAGE S 1009000 (Per awdeM) GARAGE UAMUTV AUTO ONLY-EA ACOOEW S ANYAUTo EAACC S OTHER THAN AUTO ONLY; AGG S EXCE9SUWRELLALIABILRY EACH OCCURRENCE S OCCUR CLAIMS MADE I.NGAEGATE S DEOUCYIBLE E RETENTION S S WORKER$COMPENSATION AND W STATU OTH- EMPLOYERS'LIABILRY C ANY PROPR18TOWrPARTNERrEXrCUTIVG WC 893-60-59 1/24/06 1/24/07 E.L.EACHACCIDENT S �0 OFFICERMENIBER10 IIEXCLUDED7 EL.DISEASE-EA EMPLOYE S um nael SPECIAL PROVISIONSeelow E.L.DISEASE•PQ41QV LIMIT S OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED QY ENDORSEMENT r SPECIAL PRO us CERTIFICATE HOLDER CANCELLATION FOXBORO BUILDING DBPARTHM SHOULD ANY OF THE ABOVE OESCRIBEDPOLIOESBECANCEIA BEFORE THE EXPIRATION GATE THEREOF,THE 19SUING INSURER WILL ENDEAVOR TO MAIL 2O DAYS WRITTEN 4o. Foxbutboro, AStreet2 NOTICE TO THE COMPICATE HOLDER NAMED TO THE LEFT,BUT FAIWRE TO DO SO SMALL FOaborO, 02035 IMPOSE NO OHLIQATION OR LIABILITY OF ANY KIND UPON YHE INSURER.rM AAEMM Op REPRESENTATIVES, AURIORREDREPRESENTATIVE ACORD 26(2001l08) 0 ACORD CORPORATION 1988 Board of Building Regulations and Stan, arJ HOME IMPROVEMENT CONTRACTOR Registration: 114958 - Expiration:::11/15/2007 - Type::Private Corporation T.M.G.CARPENTRY THOMAS GEORGE _ 46 Barrows Street Norton,MA 02766 Administrator J✓�e f`t�svncoaeu.�c�'!i rr��/,G��xaurcl..eeelta BOARD OF.BUILOING REGULATIONS :Livens®; CQItSTRtJCT1OTd SUPERVISOR Number CS 060351 BI'v,state32/1i(1970 Expi� f}2/19/2'908 Tr.no; 15636'�s�stt•�eti�r--CSC:. _ - - Ret, , x THOMAS M RIZ 46 B 4P{1?y S ' NORM t1f�7, MA 02766:" a , Commissioner 46 Barrlows .Street, Norton, Massachusetts 02766 Phone; 508-28.5-5005 , Fax: 508-285-2810 CARPENTRY Steve & Donna'Graoie July 26, 2906:' 59 Freeman Street , Norton MA 02166 REMODELING CONTRACT TMG Carpentry will provide labot.and materials for the proposed'pcojeot as per quotation price•and guidelines,(quotation:attached) All work will be.done.in.a workman like manor and all.materials will be of the highest quality.. TMG Carpentry or its sub=contractors will-apply'for all permits required. Homeowner's should,.be aware that°owners who secure their.own construction-related permits or deal With,unregistered contractors shall be excluded,from access to the Guaranty Fund: TMG Carpentry requites a deposit when the contract is%signed: Any changes in.the contract mustbe in:writing,and signed.by both parties with additional charges included. Thank you for.using TMG Carpentry for.your contracting`•needs: WORK SCHEDULE { Scheduled'Starting Date: trs' Projected Date of-Completion: '(Start,and completron,dates may be affected by weather condlttons) PAYMENT-SCHEDULE: Lluoted Price: $ 1281fi7.00 Deposit due upon signing contract: $ 8000.00 ✓ �� 2 Payment due at start of foundation: $ 15000.fl0= a.0" 3r"Payment due at start of framing: $ .30000.00 d 4th Payment at start of window installation: $: :1500Q.W, 5'"Payment due.-when siding is completed: $ 30000.00 6 Payment due when plasteris completed: $ 13000.00- 7, Payment due when trim work is,completed: $ 15000.00 Final payment due:upon com lotion +/ any changes): $ 21.67.00 The Contractor and the Homeowner hereby mutually agree in advance that in the event the ntrador ha a ute.conceming this contrail the contractormay submit such a dispute to a private arbitration_service.whIch s been approve y_the Office of . Consumer.Affairs and Business Regulations and.the,consumer shall be required to 5u it;such.arbitr i. as provided-in WL.c.142A: . . DO NOT SIGN-THIS CONTRACT IF.TH R AN L� K SPACES ED BAtO NAGER D S NED BY TMG CARPENTRY 15ATE' . HICoe Construction 617 Su ervisor# 351 #114958 TOWN OF BARNSTABLE Permit;No. .. ___ '20343 �. Building Inspector Cash OCCUPANCY PERMIT Bond __---------- _<"04 No building nor structure shall be erected, 'and no land, building or structure shall.be . used for a new, different, changed, or enlarged ruse 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 Mr, & Mrs. John Brefini Address;'� 211 Neponsett 5to, Norwood., MA lot #14,, ,441 Carrie Lee°'s Way, Centerville Wiring Inspector "� 5 r /`� � �r �__ Inspection date Plumbing Inspe ctovrll � Inspection date Gas Inspector, Inspection date 'Engineering Department t� �'' r' 1�2 Inspection date , THIS PERMIT WILL NOT- BE VALID, AND THE,BUILDING SHALL"- NOT BE OCCUPIED vUNTIL SIGNED BY THE BUILDING INSPECTOR' UPON -SATISFACTORY COMPLIANCE.4WITH TOWN REQUIREMENTS. .+ e j 0//r t7 ................................................... 19......__ .....................••/Bu • ....... ..._._ ilding Inspector a Y . • Assessor's map and lot number ..... ... ....�...�.I�J� (..� D� E Sewage Permit number ............ ....................... SEPTIC SYSTEM MUST r F� aBARNSTA LE, i .j House 4number -t 4 1 ....C A221 C LCE $.• i�SPr INSTALLED IN COMPLIAl� ...J;. ..................._............... C; �� 41 - WITH ARTICLE II STATE °° 1639• :. . AE TOWN OF BARNA BUILDING ]ASPECTOR e -i Cl) ri APPLICATION FOUR PERMIT,TO .......Construct Dwelling #41 Carrie Lee's Way .. ..................................................... . .. ................................ Wood Frame TYPEOF CONSTRUCTION ..........:.......................................................................................................................... •Li June2l 78 ................................................19........ . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............Lot #14 Carrie Lee's Way, Centerville .......................................................................................................................................................................... ProposedUse ..........Residential.................................................................................................................................................. Zoning District Residential •,•••••••••••••Fire District •••Centerville hn Brefini. . . ..................Address 21l Neponsett St® Norwood Name of Owner Mr. & Mrs. Jo ........ . ...... . .... James K Smith Barnstable Nameof Builder ....................................................................Address ...................................................................................: Nameof Architect ®' ..:Address............................................................... .................................................................................... 3 Poured Concrete Number of Rooms .................................................................Foundation .......................................... Exterior Shingles .... 2tCK 9Qo�'.j,•„•.•„Roofing ..........,• Asphalt Shingles ........................ .......... ............................ . ...........:............ Floors Wall to G1a11 Drywall Interior .................................................................................... Heating Forced Hot Water by Oil....................Plumbing ...........1 z baths..................................................... .............................................................. Fireplace ...........One.................................................................Approximate Cost ......$ 000®00........,.................... ........... Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ................. ......................... Diagram of Lot and Building with Dimension 50 s Fee .......3�.........:.. -............. SUBJECT TO APPROVAL OF BOARD OF HEALTHY I hereby agree to `conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . .. .. .. . .. :...�.�...':�` ......41.. . ................... Brefini, Mr. & Mrs. John 20343 one story No ................. Permit for .................................... single family dwelling ............................................................................... 41 Carrie Lee's Way Location ................................................................ Centerville ............................................................................... : ' M-k. & Mrs. John Brefini Owner .................................................................. Type of Construction .............frame............................. ................................................................................ #14 Plot ............................ Lot ................................ Permit Granted ..............ue..2.6...............:..1978 Date of Inspection ..... ...............................19 Daite Corppleted ... 19 PERMIT REFUSED ............. .................................................... 19 .............. ........................................................ .................... .............................. ............................................................................ Approved ........................................... ..... 19 ............................................................................... ............................................................................... f Asse3sor's map and lot number l4 �.� ..., �� t v** E T�4 Sewage Permit number BARISMLE. ff...`.t...l......�:.. LE-L �,J L� rasa House number ............. ..............................::..... Ff so p i639• 9� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,......Construct Dwe 11 inQ Jr41 Carrie Lee Is tray TYPE OF CONSTRUCTION Uood Frame . ..................................................................................................................................... June21, 78 ..........................19........ -TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............ t..�1t:..Carrie. Leda's Way, Centerville....................................:........:...... .. .... .. . ..... .. ........ .... . .... .... ........ ProposedUse ..Rcsidentia..........................................................................................................................I......................... Zoning District Residential Fire District Centerville .......................... ............................................................. Name of Owner Mr. & 11ra. John Brefini Address ..2,11 Neponsett St. Norwood ...................... .................................................................. Name of Builder .....Jum4s K Smith ,,..Address ....�arnstable ............................ .................................................................. Nameof Architect `"""' ........Address.......................................................... .................................................................................... 3 Poured Concrete Numberof Rooms .................................................................Foundation .............................................................................. Exterior Shingles - 32scv, )E� A:T.........Roofing .........., Asphalt Shingles ........................................... .......................... .................................................................. Floors ...............`.'.n...i..l....t..o.....fl..a...i..l.............................................,Interior ..............Drywail..............................................................Forced .ty 1 1 baths Heating ...........................Hot........Ua.......er......b.. ..0.....1......................Plumbing .............. .................................................................. Fireplace .. ........s. e.................................................................Approximate Cost .....,?35000,00 ................................................... Definitive Plan Approved by Planning Board ------------__-_--_--__ ------19-------. Area ....'.'.................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH r %� A10 r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name `\,' ::.:...... . ....... '�:...:t ........... ..................... 111M X Brefini, Mr. & Mrs. John Azno -plotted) 20343 one story No ................. Permit for .................................... single family dwelling ............................................................................... 41 Carrie Lee's Way Location ................................................................ Centerville ............................................................................... Mr. & Mrs. John Brefini Owner ° frame Type of Construction. .......................................... ....................................................................... 14 Plot ............................ Lot ..... ... ..................... Permit Granted .....:....................6............19 78 Date of Inspection "...................................19 Date Completed .......... .....................19 PERMIT REFUSED ................................... ..................... 19 ................ ............................................................................... Approved ................................................ 19 ................................................................................ ' `;-- o � MARcN 9 76 -PA-0 L tY3-:U.R F A Y. :� P 1i '-r�- 7 .• � �,, (�. ;�, c._,fie /.,�. E� .�'"� =1�. - �. _ , . ;.,..� E is,' "FaI�Nb ; `v ST D 1 C .-oZ4 LOAM` AKIO is WE ERVE, l3`` � �� � _� �,• " P!T 2� - Z ? - l+q MEQiUM - - BOAWSE - AN 0 9 irk s O ,# _, 3p S E L E_V. • 5,o No :1�/ATE•2 i�'NCOUJN TER ED Lo 7 1.5 _ "i'0-W,.N WATER I'S AVA ILA ML' _ A' - ;.SI VLAR. 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