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0007 STARBEAM LANE
X-, - - y f TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 2.72 193 019 GFOBASE ID . 37614 ADDRESS 7 STARHEAM LANE PHONE HYANNIS ZIP LOT 61 BLOCK LOT SIZE ' DBA DEVELOPMENT DISTRICT HY ' PERMIT 53711 DESCRIPTION CERTIFICATE OF OCCUPANCY--gLDG_PMT.049329 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY;; . CONTRACTORS: Department of Health, Safety i ARCHITECTS: and Environmentalt Services TOTAL FEES: Y THE BOND $.00 Ox CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ti*►) E� * BARNSTABLE, • I MASS. i z639. A�O� FD MA'S BUILDING DIVIS ' N BY DATE ISSUED 06/04/2001 EXPIRATION DATE v PA.R:.EL 1.D 272, ,1.9V`'� b 19. GEOBASE ID 3r'0,14 ADDRESS 7 S`1 AR8RAM LAN9 PHONICHYANNIS zip . il(yll 61 BLOCK LOT 'SIZE P,;'1-mY T' 49329 DESCIRIP":1'ION 3 "B`�ED 2.5 BATH/ SINGLEFAMILY ROME P iLM;�T ,. 1, TITLE .BUILD N11;'T7 RESIDENTIAL IAL 33 D,c_7, PM.1. (',�I�t':�:RACTUPS: BAYSIDE ?VJ1:111)1Ne- TN Department of Health", Safe ,.,� ' hr'HITElPTS: and Environmental Service, a.AF, FEES: $804.56 Ox I CII. STNG'LE ' �,M•.. C)I2 DETACHEDI L�Z'�IVAT.E: x3�irBAIi1V3T ABLE, rL I BUILDING IVISION - BY AV DATE- :ISSUED 10/17/26011 EXPIRATION iNrE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- 5 CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE'JURISDICTION.STREET OR t ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION:RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED. FOR ALL CONSTRUCTION WORK:. APPROVE^ _ .ANS MUST BE RETAINED ON JOB AND 1. WHERE APPLICABLE, SEPARATE I 1.FOUNDATIONS OR FOOTINGS THIS.CAR e PT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR r 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN DE.WHERE A C"'RTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS R' UIRED.SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. j .3.INSULATION. OCCUPIED l TIL FINAL INSPECTIONHAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 011i - BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � l ➢ rr 13 3 / 1. , HEATINGf INS RbVALS ENGINEERING DEPARTMENT ® -Ui 2... F HEALT OAS OTHER: SITE PLAN REVIEW AP qp 1311PI WORK SHALL NO PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX. CARD CAN BE ARRANGED FOR BY ' VARIOUS STAGES.OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ;r v�3 7 1 a \ r i. .� 9 I t t a t' { A now, oil Y a � t •,t y 1 � �a '�� "fi: 1 a Y� J Atli r 7t ` i µ I 1 il_ X�' , S`d• _ t'yr a Y ) NOW MAP v ITT off f l r qr . a 1 \ qT S,, ,aV"' r. so r v Rm too 74" ., xq � i ..�� ter 1 •� ,� ��t S'S �, Pq t�'+a >ti y. t• vt ) .>t ,q. its A a ,.�—,•r„ r mar'" r•`� �s'�^�'µl �, f r � t-: ^+ ; � ....s* ., 4 ,� E'n`"`! (( �i{,V'•t 4�* 0c ,1"G 3 t' r ;* 1 y ✓ x. T K iP A7 4 4' "��,,.. 4 3.h Y' '•Cfi L ( .......'�2'' t - SZ 'All { .'$ y >�. fir i r .. ^'�"•��, '^ys' a � � 4 . �} 1 {T# �� 'I.' f 1'i,P r q� a ^x � � �+ *s � -n t°ci.an :u 5 h f (�' 0 t." d �4,.`• n {v. �y,,.w � iyly z : h '�° .` T ,. �i,1, a •'.4 t .. � 4,�+,ray s It \ 'tv 1' } a r: 1'.} a -; t � I •n n ) r cJ � t. i F � fF � r � ' �' ''• , At"� � 3 Pl sp', L �' '�^� µ�:f FC �m � >"r,y.v � :yr'c d x��,qt ir,+ s� �1 F �+ �„ a •d. c ri a a s 'w Sy,- Li L11 aQ. QI mass' 4 z d nM.� +�. F� �*�0• e a t }.�- �,('p,, �•:�.���r d'i f } ,} ,;.y.- .� ��,.'xA r- , { c • i { r oil - 3 � �-t.. 'tE 1 H.t<'Y'��.i+•yE �/' Y'�'-+n��.C'vm•-�y.Y,"Kr'Ca..•^^-+1,r •4' Town of Barnstable v Re: Transfer of CSL License ~� Dear Building Official: We appreciate your willingness to continue working with Vivint Solar as we move to become a more operationally efficient and quality driven organization. As our landscape changes, so too has some of our organizational chart. In meeting these changes, we respectfully request to transfer the license of our former licensed construction supervisor David Precourt on the following permits as he no longer is working for nor representing Vivint Solar as of 4/8/2016. In replacement of Mr. Tobin construction license, we would like to continue operating in compliance within your jurisdiction under the following attached license. Mr. Emmanuel Mello III will be taking over the permits. 7 StarBeam Lane Hyannis B-16-601 �T Again, we certainly want to thank you in advance for your support and Undefstandlng Elease feel free to contact me directly if needed. Jeremy Sabin Director of HR Vivint So Brendan Smith w VP of Operations Vivint Solar. 1 c� (_4�/t•�v 3r A•rJ<�d/+LA'.r AS.�A.�[".A.a� -A'^/F• %A�i ;ffic ofCons er A s; Business euL Ol r - at 10 Park Plaza - Sete 5170 uston, Massachusetts 02116 Home Improvement Cantu-Registratio R'egii s#atfon 1I7Hl948 Type. S4p+pile gent Card . . E��atiso�l�: 'BlSi<2'On;8� VIVNT SOLAR DEVELOPER LL.C., EMMANUE.L MELLO LEHI, UT 84043 _ Update Address and re wra ewd.tmark reaso f6r.ctsanvg' MAn wMa5ml L Addirm Ej Rexffiewa5 j Ewp#Qyment �.Lost Cara - _:£Etice f oms c rr airs Sc t�si�ess l eg 4�3ioa� Lkann cus registration uabd bass isdWidwt we only i E Fly ME14T COWT'RA£TUR 9sel'6re the cipiradou dale. If foul return bm. wee of Consumer Affairs and Business; egsrel�ion, x egistea?t<cre: 870848 . Type:: 16-Farb Plaza Suite 5476 _:~ Expiaatan; 5l�018 S'upplem;entCa-rd. VIVINTSOLAR DEVE1 OPFrR,t_LC. �Y f EMlA1VUEL IrIfELL6 /� p�A� 3301 N Tf kANKSGIVRN G WAY SU1 .�` Oil" �.��. �-"r�-";�' ✓ � L F E, UT 84043 Undersetretaay `-� .::'va&id svithoUt signature 7 7a . 12 Thompson Rd Webster MA 01570 D4 s 3 � Massachusetts -Department of Public Safety Cer www.RRPEPA.COm 508 826 5757 Massachusettstificate of Attendance and Completion �f t) t�� n n ReffresherRenovator per40�C)FRpart745.22 � afC9 of SUlldlnr�.Re^yy3elaa,.^.F9S aftd:'�.d6Bi�3;`a,s Lead-safe Renovator-supervisor C,ni't-uCiion Suaei-viaiP :. Emmanuel Mello ill License: CS-065607 80>Kendefle Rd. • Jefferson 31A 01522 EAPT>1JEg, Il 1Vd"L Course&Exam bate:04/1715 P®Box 326 ', Expiration Date:04/17/20Jefferson MA 0IM2 Certificate R R-18867- 5-00228 r 7'Traner Date. EXpBfdtlJn t. . - Commissioner 05/0312017 s - The Commonwealth of Massachusetts _ Department of Industrial Accidents. _ Office of Investigations _ r 600 Washington.Street _ Boston, MA 02111 t www.mass.gov/dia Workers' Compensation Insurance-Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V. V; n { I Address:__ 3 301 tJ - hnr IG5 g� v�Nq w� Su��L S'oo �---- City/State/Zip: Le.111t 1,,(r-- q Y v L( 3 'Phone#: TV (—-� Z Z 1t - Le S� Are you an employer?Check the appropriate box: Type of project(required): 1. +� I am a employer with 4. ❑ 1 am a general contractor and 1 6: ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a soli;proprietor or partner- listed on the attached sheet.) 7. ❑ Remodeling ship and have no employees These sub-contractors have $. ❑ Demolition { working for me in any capacity. workers' comp.insurance. q, ❑ Building addition [No workers'comp. insurance 5. ❑I We are a carparation and its required.] officers have exercised their 10.❑Electrical repairs or additions l 13.❑" 1 am a homeowner dokgg,all work right of exemption.per MGL 11:❑ Plumbing repairs or additions I myself. [No workers' comp, c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. (No workers' 13.❑Other comp. insurance requuircd;] *Any applicant that checks box#I must also fill out the section below showing their workers'compemattion polity Otfonnayion. =Homeowners wlE o subgnit this"atlrc�favik indipping they are doing all work and then hire outside 66(ractom iilum subgiut:a new of ttJau.it indicating such. Cuntmcturs that check this box mist attachad an addlido'nal Acet showing the mime of the sub'-contcactors and Ylteir wordcets'comp.policy infomtatron. I ant an.employer that is providiig workers'co ripens,tkgon:itt, ranee for trey ererployees_ Bel<nsF,is the policy and l<>b site informadoir. i Insurance Company Name: tt ct me ri'Car^ s tt C G4 .rH Policy#or Self-ins. Lic.#; V\/ V / L/ 9 1 Expiration Date: it l r Z.ol 6 Job Site Address: J (�` 4k4A City/State/Zip: G Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). I 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 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 hereby certify under the pains and penalties of perjury that the information provided above is true and correct y Si nature: '` - - Date 1 - 7-Phone 4: Official use only. Do not write in this area, to be completed by city or town offteial. . City or Town: 'Permit/License 4 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 4: y � 1 AcoR" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) `� 01/27/2016' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT - MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 PHONE t Ext: FAX No): DENVER,CO 80202-5534 ADDRESS: UNI-0- Attn:Denver.CeaRequest@marsh.com I Fax:212-948-4381 INSURERS AFFORDING COVERAGE NAIC p _ INSURER A:AXIS Specialty Europe INSURED Vivint Solar,Inc: INSURERS:Zurich American Insurance Company - 16535 — —__ Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER D:.N/A N/A 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E: 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDIYYYY) IMMIDDNYYYl LIMITS A X COMMERCIAL GENERAL LIABILITY 3776500116EN 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000.000 CLAIMS-MADE OCCUR DAMAUETOPREMISES(Ea occurrence) $ 1,000,000 MED EX_P(Any one person) $ 10,000 ' PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: • - GENERAL AGGREGATE $ 25,000,000 � PROT LOCC PRODUCTS $X POLICY JE 25,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP509601501 11101/2015 11/01/2016 COMBINED SINGLE LIMIT Ea acc dent $ .1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS - ( ) X HIREDAUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS - Per accident Comp/Coll Ded $ t,000 UMBRELLA LIAB OCCUR - EACH OCCURRENCE .. $ _ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTIONS - $ C WORKERS COMPENSATION WC509601301 11/0112015 11/01/2016 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE EIR - ANY PROPRIETOR/PARTNER/EXECUTIVE AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A _ - (Mandatory in NH) OR,PA,.UT - r E.L.DISEASE-EA EMPLOYEE $ .1,000,000 B If DESCRIPTION OF OPERATIONS below WC509601401(MA)es.describe under 11/01/2015 11/01/2016 E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601 4002 Main St THE EXPIRATION ,DATE THEREOF, NOTICE WILL BE DELIVERED IN Hy ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe ,[(a.�c ht- f�talaG ©1988-2014 ACORD.CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD er Town of Barnstable .*Permit# Expires 6 months from issue date Regulatory Services Fee snxisr,�sr,E, $ Richard V.Scali,Director iOrFv nud _ Building Division T AfAR 29 V Tom Perry,CBO,Building Commissioneroo//t®F 2018 200 Main Street,Hyannis,MA 02601 "V� � www.town barnstable.ma us RARt vs / Office: 508-862-4038 Fax: 508.9 6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 Property Address `4s✓( ` esidential Value of Work$ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address4d, Contractor's Named`/ Telephone Number �j Cam*-77 Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) U syya ❑Workman's Compensation Insurance Check one: 5-I am a sole proprietor . ❑ I am the Homeowner . ❑ I have Worker's Compensation Ins ce Insurance Company Namey^ c. ' P Y - Workman's Comp.Policy# 6114,/F Q 7-9(- — 3 Copy of Insurance Compliance Certificate must accompany each permit, Permit Reques heck box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. < SIGNATURE: Q MPMESTORNIS\building permit forms\EX FJ10S.doC Revised 040215 .T7ie Coin momveah*gfMassachusetl' Dqmrhaent afladushialAcccidetaf Office-afb"VS69�0ns 600 WashhLgton street Boston,AM 02111 smm- ma Lgar/dia Mrarlmrs' Goffipensafion Ins umnce Affidavit B.mRdex-dContractDrsM ians(Plumbers Applicant Please Prim �$�P,, nem� gr?n_,naE�t17716n[��taerinsYl 11.R� - :� /�(� Address. GitglSta� v M,6 c.. Phone Are you an employer?dheckthe appropriate ba= Type of project(rNuired)- I-❑ I am a employer pith 4_ ❑I am a general contractor and I 6_ New consftucfiion employees(fia11 a�lor part-limed* have hired the sulr�osrQtrraactaes ❑ ' 2.❑ I am a sole prgpdetur orpattner- listed on the attached sheet 'J- ❑ReaaodeHng sinp and haze no employees These swb-confrac#om have. g- ❑Demolition wo dng forme in any capacity. employees and have wo&=' [Na Workers,Camp-finurm e, comp-ihmra„ci•1 9..❑Building addition required-] 5. ❑ We area-co posatiaa and ifs 10_❑Electrical repairs or adds ions 3. I am a homeoRmet officers leave�eserdrsed their ❑ doing all�arlc 1L❑Plumbrngrepairs ar adcrrctiams ffiysel€[No work='camp. t of esemgfion per 1' GI. 1.[1 Roof repairs +nnr ncerequired-]i c.132,§1(4),andwehaveno eusployees.[No tWoAoe& 13-ElOther camp_msmmice required_] 'Any app&caatffatebedshosftl— almfm ant the secficabeTvwAwmagtbeirwo&e,9*a=pmxmffiapoEcginffiamvaacL &amwwnEm wha sabM31t dtis dEd=9I in&catM%they axa Hain;all wank am ihea bIM a=L&cant=ft= rest sabmfr a nezv af5da-c*indicating sack I,N—cft=that rhea tills boat must sd> 11 sm addili-al sheet sbawY=g theaaame of the sVb-ccn=cbamsmd state whet=arnot tbose end hsv employees.If thesabt�l m mnpiayets,Efiey=n pmvide tbav srarkEw gyp.palky n=mber- I am arz erspr tJiatis praidutg�varkers'co�rertsrdirrst iusztrarrce,�er�}*elrrpJ��eex Sei'oty is t7�R poficy ar�d jabs site , Fnfarmatiors / . Insurance Company Name: Pflhey or Self-fin s.Lit. CC�L� 6 2 Y 3—3-/5 FkpirationDate: Job Site Address= �] 75 v-.f7 _ ry Cify/Staltp: Attach a copy of the work-ere compensationpoEcy declaration page(showing the policy mrrmb 'and ezpira on date). Faihtrt;to setae coverage as requiredunder Section 25A of MGL c.15 can lead to the imposition of criminal penalties of a fine up to$UOD 00 and.+'or one-year in4xist as well as cio penalties.in the farm of a STOP WORK ORDER and a free of up to$250.Q0 a clay against the violator. Be adsased that a copy of this swetnemt may be forwarded to the Office of lstvestFgations of the DIAL for*++sumnm coverage vets yda JiercTry carte,&under tJ�upains and perms o,perjut,'thatthe infarssatim�pro�d abmv b hue and_correct Simmature- Ate' i3• /� bake- 7/2 P/,/ 16 Phone OjsfaL use a nly. Do not asrlle in th'area,err be comp&ta by c.iip artarrn a; actaL City or Town: Pew4cense ig Issnir Aautlacarity(drdeonej: . . . ` L Board of$ealt#i 2.Bm'i�Deparhi=t 3.(UyIrovm Clerk 4.Electrical Inspector S.Plambing Fnspector b.Other Contact Person: Phone 9: Taformation and Instructions 7M�,,&mc usetts General Law cJaapior 152 req=es all employ='to lade wad'compensation far their empIoyees. Pursaanttn this st&±,-,au.WTInyr=is defined as."_.evezy Person in the service of another under any contract ofbire; eagress or jmplied,oral or Fvz t[no-." An ernsvFvyer is defined as"an indrvidnal,parta�,asso�on,corpora Hon or other legal entdy,or any two or more of the foreguing is a joint e�se,and including the Legal representatives of a deceased employer,or the receiver or trustee of an indxvidA per,association or Other legal MtiY,employs�PloY - However the own=of a dwelling house having not more tbm three apartments and who resides therein,or the occgrmt of the - dw M g house of anofer who employs pessans to do mat tm=e,canSfrnr CM or repair work on such dwelling house fiiercb sl a mtbecxnse of such employment be deem.edto be an eaployer-" or ort the grounds or bur7dmg appurfona� . 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:m the commonwealth for any applicant Who has not prodnced acceptable•evidence of cdmpliance wish the irismance covexage regairecb" Additionally,MM chapter 152,§25C( )stars-Neither the commonwealth nor any ofits political Subdivisions shall enter into any contract for the perfo= a cC ofpubho work urI acceptable evidence of compliance With the fimara ce•. im have been e�dto the contracting�oity_" rPrz-��ae�s of this chap P� — �-PPIicarrts Please fiIl out the worm'compensation affidavit completely,by checlong,'ii e boxes apply Y°=Sitnaiion and,if necessary,supply snb-cordxactor(s)name.(s), addresses)and phone numbers)along with their cer[ificateCS)of msmance- Limited Liability Companies(LLC)or Limited Liabi Parineasbips(LLP)withno employees other thin the members or partners,are not requfird to carry worke&compensafron insurance. If an LLC or LLP does have emp-oY�,a T policy is Be advised that this affidayitmaybe submitted t fi o the Depanent of Industrial P Accidents for co of fi ance coverage. Also Lie sure ffl sigxc and date ate affidavit: The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Department of hu±astrial p,,c r enta_ Mopld you have any questions regardmg the law or if you are required to obtain a worirers' compensati.onpolicy,pleaso call theDepartlmez±attherm:mberlirtMdbelovv Self-tuna•ed companies should.enter their self-incmmance license number on the appropriate line. City or Town Officials . Please be sole that the affidavit is complete and primed legibly. Tl:he Dep mtmm:it has provided a space at the bottom aiios has tD co�actyouregmr the applicant_ of the affidavit for you to JEI Out in the event the Office oflnvestig Please be sure to fill in the pemlitMcmise mnnber which will be used as a reference n=ber. In addition,an applicant that must sabmit multiple peunit Hcanse applications is any given year,need only sohmit one affidavit indicating cusent policy inl�rmation(if necessary)and ffidm"Job Situ Address"the applicant should write"aII locations in (city or town)."A copy of the-affidavit that has been officially stamped or marked by the city or town maybe provided to the ' applicant as proof that a valid affidavit is on tale for fat= pmnits or licenses A new aff davitmust be filled ovt each year.glbea e a home owner or cYLzen is obtaining a license or permit not related to any business or commercial v� Ci.e_ a dog license or permit to bum lea4es etc.)said person is NOT regahxxI to complete this affidavit The Office of InVesfigati=would 10M to thank you in.advance for Your'cooperation and should.you have any questions, please do not hem to give us a caIL The Deparim eut's address,telephone and fax number_ fG� 1bE Of MassaGh„ 1 Departineot cif lridustial AccUent% Qa�of� ti.o� �4� an Bnstou�MA Ell 11 Tf,-L�617 727-49-UO ckt 4€!6 or I-977-MA SRAF Fax9 61.7`27-7M Revised424-07 sV-gpV a MID CAPE ROOFING ` 11 RUSSO ROAD WEST YARMOUTH, MA 02673 508-775-3799/508-385-8801 Barry Merrill & Paul Merrill Job Site Address t Mailing Address` ,, Name A6ecz one— Name: ` yF al e— Street: '7 d-�r �A��^ Street: City: 144` `��/ City: ,� (�� -7 21— 7—,,� Telephone: Telephone: F We hereby propose to furnish all the materials and all the labor necessary for the completion of: roof replacement of the dwelling at the above address. Mid Cape Roofing proposed, to remove and dispose of the existing roof, The roof will be replaced with Certainteed Landmark life time shingles. Aluminum drip edge will be installed along'the gutter line: ,Ice & Water,Shield installed on bottom edges to protect ice back-up. 15 pound felt paper will also be applied. The shingles will be installed using 1% inch roofing nails. New pipe vent collars will be installed. Ridge vent will . be installed along the ridgeline of the roof,to provide proper venting of the attic space. Mid Cape Roofing guarantees the workmanship for ayperiod' of 10 years. All walls and landscaping will be protected from,damage; the property will be raked and cleaned of all debris. All,material is guaranteed'to be as specified and `the above work,is to be.-performed in accordance with specifications submitted for above work and completed in a substantial workmanlike manner,for the sum of: $ discounts have been applied. Payment made as follows. Deposit of: $A7 85��' the day the job is started and.remainder to be paid on completion. Any alteration or deviation from the above specifications involving extra costs will become an additional charge over and above the estimate and will be discussed.with the homeowner. Respectively Submitted by Mid Cape Roofing` NOTE: This proposal maybe withdrawn by Mid Cape Roofing if not accepted within 30 days.. Acceptance of Proposal The above prices,specifications and.conditions are satisfactory and are hereby accepted Mid Cape Roofing is hereby.authorized to erform work as specified with payments made as y outlined above. Accepted: • n ,�,.i { an°�al�d opt If found returo; ' dateTBsiness Ci i'u U� Affa►rs end „ �. e �� - tTEfO � �1s 70• �`i � ' BUS Q 4 I i w.fthout signature x i Plassa6h'usetts -Department of Public S ety a I Bbaf&of Building Regulations and Standards: ' i =Construction Supervisor tea. k License: CS-054428 ' 4 BARRY B MERRi I. _312 SKUNNKET' - Y f CENTERVMU MA / t `ON. Expiration ;r 1 Commissioner " •05121/ 16 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma P Parcel " Application lication # ' � � Health DivisionQ� '� ' A� Date Issued — `/� Conservation Division �' 2 � Application F y Planning Dept. -Q Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address /- Village Owner Address - � Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District�/� Flood Plain Groundwater Overlay Project Valuatio"f i/ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑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: 0 existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: F 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 Telephone Number c � 5� 1 '7 ct Address License #e S — 0/3/! g Home Improvement Contractor# Email Worker's Compensation # �s ALL CON TRUCTION DEBRIS RESU TING FROM THIS PROJECT WILL BETAKEN TO ',SI. . M. .� GNATURE DATE 4 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: -r -° FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. r f r � r 1 I f THE „ Town of Barnstable Regulatory Services i sa&E'M + Richard V.Scali,Director 7 9• 1 a+" ` Building Division Tom Perry,Building commissioner. 200 Main Street;Hyannis,MA 02601 www.town.ba rnstable.ma.us f Office: 508-8624038 Fax: 508-790-6230 - 1 ` Property Owner Must Complete'and Sign This Section 'If Using A Builder Eileen Long�I, ,as Owner of the subject property - hereby authorize IAlbertOng to act on+my behalf, in all matters `relative to work authorized by this building permit application for: 7 arbeam Lane"Hyannis, Ma F (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 Eileen T Lorig '-Albeit H Long Print Name print-Name. March 10,2016 Date .. 0 0 V o unl S018 r 3301 North Thanksgiving Way, Suite 500 ` Structural Group Lehi, UT 84043 P: (801)234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com February 29, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Long Residence 7 Starbeam Ln, Hyannis MA S-4837731 8.32 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection 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. -3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1 and 2): Roof section is composed of 2x10 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Section 3: 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. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: ° A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 110 mph based on' Exposure Category B and 45 and 23 degree roof slopes on the dwelling areas. Ground snow load is 30 PSF for Exposure B, Zone 2 per (ASCE/SEI 7-10). �a-anI solar „page 2 of 2 p 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/mounting hardware) Total Dead Load= 13 PSF 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 will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. 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 (ecolibrium solar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2'thick and mounted 4 '/2' 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 lbs/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. 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. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, ��0 SLIN VIL Scott E. Wyssling, P No. 507 MA License No. 5 07 Ago 9�c/sTEP`` SSlpNAL E�'G dowo nt solar JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO cO. KEEP JUNCTION BOX OFF ROOF o U s� .�Jow Eam N Tmm N.2HZ �U.�- r "_z I 1 O oo I I C N j J PV SYSTEM SIZE: I Q 1 7.540 kW DC I Icn 1 1 •E II cu � o El N O o u m n m � U z 'n < > ¢ m > Zfl2 - WW ce 2W V INTERCONNECTION POINT, }+ ¢ Qvcoi cNVERTER,ANSI METER LOCATION, z z LOCKABLE DISCONNECT SWITCH, SHEET I &UTILITY METER LOCATION NAME: (29)JKM260P-60 MODULE __11.11 Z ~ J SHEET L—o0—Fl0' "PVC CONDUIT NUMBER: FROM JUNCTION BOX TO ELEC PANEL PV SYSTEM SITE PLAN r E, a SCALE: 3/32" N ^' O U �o a Roof Section 2 t3 J N<o' Em RoofAarnulh:180 m 2 2 Roof Tilt 45 � B Z O C Q PV STRING#2. _ 14 MODULES J J Ost° rn PV STRING#1. O 15 MODULES c OO o 2 N OMP.SHINGLE rn N C Roof Section 1 "v r Roof Azimuth:270 n m Roof Tilt:23 U Cr U Q Z m Q > > 2 2 Z 111 .. 2 w Z > W Z Co J J W U 3 Q J � N Q Z Z 2 SHEET NAME: U- Z TIE INTO METER# O J 2234176 13f a SHEET NUMBER: PV SYSTEM ROOF PLAN o PLUMBING VENT(S N { • SCALE: 1/8"= 1'-0" N O O U 0 CLAMP MOUNTING SEALING PV3.0 DETAIL WASHER EQ W E m d�� LOWER r SUPPORT m z O U Q PV MODULES,TYP. MOUNT -� `~ '"''' '' O OF COMP SHINGLE ROOF, FLASHING J PARALLEL TO ROOF PLANE / 5/16"0 x 4 1/2" MINIMUM PV ARRAY TYP. ELEVATION STEEL AG SCREWS NOT TO SCALE TORQUE=13±2 ft-Ibs CLAMP ATTACHMENT _ NOT TO SCALE N = N CANTELEVER L/4 OR LESS °c= COUPLING L=PERMITTED CAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE N MODULE CAMP SPACING. c o PERMITTED COUPLING n CAMP CLAMP oo e COUPLING SPACING PHOTOVOLTAIC MODULE W - Q 2 < � Zui � cr w U) w w z m J J w Z U �mm, 7 3 _z z < o L=PORTRAITL H 7 U SHEET CAMP SPACING NAME: L--4U) ECO I.-: Q COMPATIBLE L=ANDSCAPE MODULE PV SYSTEM MOUNTING DETAIL g LU CAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE SHEET NUMBER: NOT TO SCALE M 4 LL 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 g p g yp Rated for max operating condition of inverter AccoCing to Nec 31.25 Amps 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 69o.8(B)(1) o NEC 690.35 compliant o Nominal AC Voltage volts 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air N 1„ "opens all ungrounded conductors THIS PANEL FED BY MULTIPLE SOURCES 2 THWN-2 10 AWG 4(V+,V-) PVC a (UTILITY AND SOLAR) 2 THWN-2-Ground 8 AWG 1 PVC 1" c Notes: SE6000A-US-U Inverter Specs: 3 THWN-2 8AWG 3(1-L1.1-L2,1-N) PVC 1" Eom 3 THWN-2-Ground 8AWG 1 PVC 1" Wire size and breaker calculations dependent upon CEC Efficiency 97.5% ; inverter Continuous Maximum Output. AC Operating Voltage 240V B a Z Example:SE38000A-US-U Max Output=16A m= <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A ;,� tM =o each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current -18A L) be determined with 16A Max for each inverter. a: a ALL CONDUCTORS Solar Edge Optimizer Specs: 0 P300 DC Input Power 30OW J SHALL BE COPPER DC Max Input Voltage s-48V Design COndItlOriS: DC Max Input Current 12.5A g DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: 29 PV MODULES PER INVERTER=7540 WATTS STC Lowest Min.Mean Extreme DB -17'C JKM260P-60 1 STRING OF 15 PV MODULES VOC Temp coefficient V/°C 0 1 STRING OF 14 PV MODULES Short Circuit Current(Isc)System Specs: Open Circuit Voltage(Voc) 37.8V 37.8V � y p Operating Current(Imp) 8.47A Max DC Voltage 500V Operating Voltage(Vmp) 30.7V g a z 3 1a 15 Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A •� 1 Max.DC Current per String 15A STC Rating(Pmax) 260W - - - - - Nominal AC Current 25A Power Tolerance -0/+3% 0 0 . •CONFORMS TO ANSI C12.1-2008 - - - - - L1 L2 N N a M $ " l� 0 0 0 0 0 13 14 �r g 1 SOLAREDGE p < SE6000A-US-R U INVERTER' - - - - - Square 0#DU222RB 200A 2 m = 60AI240V UNFUSED NEMA3 0 0 0 = = SOLAREDGE OR EQUIVALENT Z Ill DC SAFETY W W co Z m I M. SWITCH W SOLAREDGE \P300 OPTIMIZERS 36A Z Z p EXISTING SHEET 240V/200A AC NAME: t-------—---— ------------------- LOAD-CENTER w Z VISIBLE WITH 1-2 POLE 40A J U LOCKABLE SOLAR BREAKER A Q JUNCTION BOX J DISCONNECT WITH IRREVERSIBLE GROUND SPLICE SHEET NUMBER: O W UNABLE TO FIT THE REQUIRED MINIMUM N NUMBER OF MODULES ON THIS SECTION o U C s� J N Lu THIS ROOF SECTION'S TILT/AZIMUTH ARE E o Lu m UNABLE TO PRODUCE MIN 800 SUN HOURS ' n g x Q�-E"+z ��Er of cz 7 O ROOF SECTION 2 C L) Az:180 Ti:45 6 MODULES @ 906 SUNHOUR7 J orm ''A #^ D 4 o THIS ROOF SECTION NOT USED.USAGE ROOF SECTION Az:270 T1:23 WAS REACHED WITH OTHER SECTIONS. �. �� o 23 MODULES @ 911 SUNHOUR / �' 0o a � oo a I J COMP.SHINGLE 00 o ANNOT HAVE MODULES co O ¢ A ON THE FRONT OF HOME. r w z g a a 4 > 2 2 m z ui W W z m z z g w_ SHEET NAME: Z O U w0 SHEET NUMBER: O SQLAR ACCESS CONSTRAINT 4 89.8%CUSTOMER USAGE OFFSET > a- JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO N KEEP JUNCTION BOX OFF ROOF o U C s� 1 I vow N I N EQm O n 0 =O C cc) I 0 N F- 4 F-1 I O IPV SYSTEM SIZE: I Q I 7.540 kW DC I I I I I •� Icu � o C� N = 9 o0 0 I J J N Q W o U Z m > ZW � I I LLIw z w Lu >m J - V > V INTERCONNECTION POINT, I r`A, F- F- O INVERTER,ANSI METER LOCATION, V/ ? ? p LOCKABLE DISCONNECT SWITCH, I SHEET &UTILITY METER LOCATION NAME: (29)JKM260P-60 MODULE I Z ~ J SHEET NUMBER: 00'OF 1"PVC CONDUIT FROM JUNCTION BOX TO ELEC PANEL PV SYSTEM SITE PLAN r ` SCALE: 3/32"= V-0" N ^` O U �o C N o� Roof Section 2 C J a W RoofAarnNh:180 g Roof Tilt 46 Z' �wZ T� T11 =Q C a PV STRING#2. O 14 MODULES J J H i O 0 _ rn PV STRING O� a 16 MODULE S w OO o N OMP.SHINGLE N O Roof Section 1 • Roof Azimuth:270 Roof Till:23 c U a Z C 2 > m > Z aj w w z j Z Co J J V Z J to F- Q Z Z MID SHEET NAME: LL Z TIE INTO METER# O a 2234176 SHEET NUMBER: PV SYSTEM ROOF PLAN o PLUMBING VENTS (V SCALE: 1/8"= 1'-0" a N O O U CLAMP � „. MOUNTING SEALING Q) PV3.0 DETAIL WASHER .)EQMm E m m�Z) LOWER -2 -Z) SUPPORT 'n z n T� TS1 =0 PV MODULES,TYP. MOUNT OF COMP SHINGLE ROOF, FLASHING 'J PARALLEL TO ROOF PLANE / 5/16"0 x 4 1/2" MINIMUM PV ARRAY TYP. ELEVATION STEEL AG SCREWS NOT TO SCALE TORQUE=13t2 ft-Ibs CLAMP ATTACHMENT NOT TO SCALE OOa CANTELEVER L/4 OR LESS O� COUPLING L=PERMITTED CAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE N MODULE CAMP SPACING. v v � PERMITTED COUPLING CAMP CLAMP O COUPLING SPACIN G PHOTOVOLTAIC MODULE w U a z m = a > Z � Lu �ni J J Z Ca z J J V Z Z Z L=PORTRAIT7 7 SHEET CAMP SPACING NAME: co ECO Z J COMPATIBLE Z L=LANDSCAPE MODULE PV SYSTEM MOUNTING DETAIL g UJ o CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE SHEET NUMBER: NOT TO SCALE c'M 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 Nec 31.25 Amps 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 69D.8(B)(1) NEC 690.35 compliant Nominal AC Voltage 240 Volts N o 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air *opens all ungrounded conductors THIS PANEL FED BY MULTIPLE SOURCES a 2 THWN-2 10 AWG 4(V+,V-) PVC 1" 2 THWN-2-Ground 8 AWG 1 PVC 1 a (UTILITY AND SOLAR) 0) o Notes: SE6000A-US-U Inverter Specs: �_��� 3 THWN-2 8AWG 3(1-L 1.1-L2,1-N) PVC 1" ow 3 THWN-2-Ground 8 AWG 1 PVC v Wire size.and breaker calculations dependent upon CEC Efficiency 97.5% N d inverter Continuous Maximum Output. f„Z AC Operating Voltage 240V e e Example:SE38000A-US-U Max Output=16A o=, <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A ;,Z each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 18A ° • _ be determined with 16A Max for each inverter. a ALL CONDUCTORS Solar Edge Optimizer Specs: O L J P300 DC Input Power 30OW SHALL BE COPPER DC Max Input Voltage 8-48V DC Max Input Current 12.5A Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 35.6*C. Module Specs: t� 29 PV MODULES PER INVERTER=7540 WATTS STC Lowest Min.Mean Extreme DB 17*C 1 STRING OF 15 PV MODULES VOC Temp coefficient V/*C JKM260P-60 37.8V O 1 STRING OF 14 PV MODULES - Short Circuit Current(Isc) v, System Specs: open circuit voltage(voc) 37.Sv _ Operating Current(Imp) 8.47A Max DC Voltage 500V Operating Voltage(Vmp) 30.7V g a 0 1a 1s Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A •11�..,, 1 Max.DC Current per String 15A STC Rating(Pmax) 260W �e - - - - - Nominal AC Current 25A Power Tolerance -0/+3% 5 i' � 0 0 *CONFORMS TO ANSI C12.1-2008 L1 L2 N iV � r a � O o 0 0 13 1q SOLAREDGE M g q o < SE6000A-US-R O W6_ __ INVERTER' Square D#DU222RB135A 80Ar240V UNFUSED - j <NEMA3 2 SOLAREOGE OR EQUIVALENT Z iL — o 0 0 — _ ti DC SAFETY - W w Z i0 ( M. SWITCH w Z \ SOLAREDGE t`P300 OPTIMIZERS 2 Z < _ EXISTING SHEET 240V/200A AC NAME: ——-- — — — —— LOAD-CENTER W VISIBLE WITH 1-2 POLE 40A Z J 0 LOCKABLE ^/ KNIFE' C SOLAR BREAKER r> Q JUNCTION BOX (, 3 DISCONNEA/CT 3 0 WITH IRREVERSIBLE GROUND SPLICE SHEET NUMBER: O W UNABLE TO FIT THE REQUIRED MINIMUM NUMBER OF MODULES ON THIS SECTION o U C THIS ROOF SECTION'S TILT/AZIMUTH ARE J w .�E om UNABLE TO PRODUCE MIN 800 SUN HOURS " `"doL V) g a) m I-z cz cm IO ROOF SECTION 2 Az:180 Ti:45 6 MODULES @ 906 SUNHOUR J J r ' } ROOF SECTION THIS ROOF SECTION NOT USED.USAGE Az:270 Ti:23 / WAS REACHED WITH OTHER SECTIONS. {{{ o 23 MODULES @ 911 SUNHOUR _ I po a 9 po '8 J COMP.SHINGLE ANNOT HAVE MODULES (/) v ON THE FRONT OF HOME. z w = > 2 Q m z w °b. D wwzm -, , W z P -. 5 (n (n Q 9 t s SHEET (S NAME: Y C) O SHEET NUMBER: O SOLAR ACCESS CONSTRAINT IRT 89'.8%CUSTOMER USAGE OFFSET > EcolibriumSolar 1 ' Customer Info Name: Email: Phone: Project Info Identifier:4837731 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: Jinko Solar Module Model: JKM260P-60 Module Quantity: 29 Array Size (DC watts): 7540.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE6000A-US (240V) Project Design Variables Module Weight: 41.88778 Ibs Module Length: 64.960665 in Module Width: 39.0551392 in Basic Wind Speed: 100.0 mph Ground Snow Load: 40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I 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: 918 Ibf EcoX Design Load - Upward: 720 Ibf EcoX Design Load - Downslope: 460 Ibf EcoX Design Load- Lateral: 252 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 Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): Vilest Roof Roof Shape: Edge and Corner Dimension: 4.218934992954865 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 42.1893499295486 ft Include North Row Extensions: No Roof Slope: 23.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.86 0.86 0.86 Roof Snow Load 23.1 23.1 23.1 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 1.05 1.05 1.05 Design Wind Pressure Uplift -20.4 -33.5 -50.3 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 23.1 23.1 23.1 psf Downslope: Load Combination 3 9.2 9.2 9.2 psf Down: Load Combination 3 21.8 21.8 21.8 psf Down: Load Combination 5 11.8 11.8 11.8 psf Down: Load Combination 6a 24.1 24.1 24.1 psf Up: Load Combination 7 -10.9 -18.8 -28.9 psf Down Max 24.1 24.1 24.1 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 66.9 66.9 61.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.3 22.3 20.4 , in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 51.9 51.9 47.4 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 48.0 48.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.3 17.3 15.8 in EcolibriumSolar Layout :x o , a a -14 d , :^ R, v FF 9. "t V pr It 3 15 Skirt o Coupling m End Coupling Clamp O End Clamp 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. North Row Extension Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Q Bonding Jumper maximum allowable overhang. I EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 23 Weight of Modules: 963 Ibs Weight of Mounting System: 78 Ibs Total Plane Weight: 1041 Ibs Total Plane Array Area: 405 ft2 Distributed Weight: 2.57 psf Number of Attachments: 39 Weight per Attachment Point: 27 Ibs EcolibriumSolar Plane.Calculations (ASCE 7-10): South Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 35.0 ft Include Snow Guards: No Least Horizontal Dimension: 18.1989044640188 ft Include North Row Extensions: No Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 12.4 12.4 12.4 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.05 1.05 1.05 Design Wind Pressure Uplift -21.7 -25.5 -25.5 psf Design Wind Pressure Downforce 20.4 20.4 20.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 12.4 12.4 12.4 psf Downslope: Load Combination 3 7.9 7.9 7.9 psf Down: Load Combination 3 7.9 7.9 7.9 psf Down: Load Combination 5 13.9 13.9 13.9 psf Down: Load Combination 6a 15.5 15.5 15.5 psf Up: Load Combination 7 -12.0 -14.3 -14.3 psf Down Max 15.5 15.5 15.5 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 83.4 83.4 83.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 80.0 80.0 in Max Cantilever from Attachment to Perimeter of PV Array 27.8 27.8 27.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 64.7 64.7 64.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.6 21.6 21.6 in EcolibriumSolar Layout , x za ME � � {r ' A;" , - s' .� _ 4 +2 i ,' 3'+' �y"� =`�. i wpf s { f4 ~ F pp y z ���a w Skirt o Coupling m End Coupling Clamp 0 End Clamp 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. North Row Extension Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 6 Weight of Modules: 251 Ibs Weight of Mounting System: 24 Ibs Total Plane Weight: 275 Ibs Total Plane Array Area: 106 ft2 Distributed Weight: 2.6 psf Number of Attachments: 12 ,Weight per Attachment Point: 23 Ibs 1 I EcolibriumSolar Bill Of Materials Part Name Quantity ES10195 EcoX Base, Comp Shingle 51 ES10197 EcoX Flashing, Comp Shingle 51 ES10144 EcoX Junction Box Bracket 2 (Optional) ES10132 EcoX Power Accessory Bracket 29 ES10184 PV Cable Clip 145 ES10103 EcoX Clamp Assembly 37 ES10136 EcoX End Clamp Assembly 14 ES10201 EcoX Bonding Jumper 6 ES10121 EcoX Coupling Assembly 25 ES10146 EcoX End Coupling 8 M AcoRO® CERTIFICATE OF LIABILITY INSURANCE FDATE( YYYY) 01127/201612o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME: — -----__---PH E FAX 122517TH STREET,SUITE 1300 AIC NNo Exit: A/C No): DENVER,CO 80202-5534 ADDRESS: Attn:Denver.CeoRequesl@marsh.com I Fax:212-9484381 INSURERS AFFORDING COVERAGE NAIC H _ INSURER A:Axis Specialty Europe INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc: — ----- Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER D:NIA N/A 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E: 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 MWDD/YYYY MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY 3776500116EN 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000,OW D MAGE TO RENTED CLAIMS-MADE C OCCUR PRE I ES Ea occunence $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 25,000,000 X POLICY❑ CT LOC PRODUCTS-COMP/OP AGG $ 25,000,000 RO- OTHER: $ B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11/01/2016 COMBINED SINGLE LIMIT $ Ea accident 1,000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ) HIRED AUTOS IX NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Comp/Coll Ded $ 1 OOp UMBRELLA LIAR OCCUR EACH OCCURRENCE $ _ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ C WORKERS COMPENSATION WC509601301 1110112615 1110112016 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE N AZ,CA,CT,HI,MD,NJ,NY,NV,NM, OFFICER/MEMBER EXCLUD NIA A E.L.EACH ACCIDENT $ 1,000,000 EDT (Mandatory in NH) OR,PA,UT E.L.DISEASE-EA EMPLOYE $ 1,000,000 B If yes,describe under WC509601401 MA 11/01/2015 11/01/2016 E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main St THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis,MA 02601.4002 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe 'rim-fyGs¢lo�G. @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD `r The Commonwealth of Massachusetts _'' Department of IndustrialAccidents I Congress Street,Suite 100 Boston,MA 02114-2017 www mas&gov/dia �•-J� N1•orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Vivint Solar INC Address: _3301 N Thanksgivings Way Suite 500 City/State/Zip: Lehi UT 84043 Phone#: 801 6246459 Are you an employer?Check the appropriate box: Type of project(required): I.®1 am a employer with employees(full and/or part-time).* 7. ❑New construction 2.a t am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp,insurance required.] 9. ❑Demolition 3.O l am a homeowner doing all work myself.[No workers'comp.insurance required.]ti ❑ 4.0[am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.n Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These subcontractors have employees and have workers'comp.insurance. 6.n We are a corporation and its officers have exercised their right of exemption per i41GL e. 14.®Other SOLAR 152,§1(4),and we have no 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 or 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: Zurich American Insurance Policy#or Self-ins.Li,.#: WC509601401 Expiration Date: 11/1/16 Job Site Address: 7 Starbeam City/State/Zip: HYannis MA 02601 Attach a cagy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pQin and enalties of perju atlite information provided above is true and correct ((' Sigrtattlre / Date' 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.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: v6vini solar RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Customer Name and Contact Information: Transaction Date 2016-02-20 Name(s) Albert Long Sevice No. Installation Location Address 7 Starbeam Ln Approximate Start and Completion Date 7 Starbeam Ln Hyannis MA 02601 2016-08-18 Hyannis MA 02601 Home Phone 5087717717 Cell Phone 5087717717 E-Mail eileening@comcast.net Our Promises + We will design, install,maintain,repair, + We will not place a lien on Your Property. monitor;and insure the System at no additional cost to You. + You are free to cancel any time prior to Our commencement of installation work at Your + We warranty all of Our work for the Property. initial 20-year term. + The Energy Price includes a$5 monthly + Your Energy Price will not increase by discount for paying by automatic debit from more than 2.9%per year. Your bank account. + We will fix or pay for any damage We + You will not be responsible for any property may cause to Your Property or belongings. tax assessed on the System. Your Commitment • Pay for the Energy produced by the System. • Maintain a broadband internet connection. • Keep Your roof in good condition throughout • Continue service with Your Utility for any the Term. energy used above and beyond the System's production. • Respond to Our sales and support teams when scheduling and completing paperwork. At the End of Your Initial Term You can renew the Agreement for a . You can request that We remove the subsequent term; System at no additional cost. • You can purchase the System;or If You Move • We guarantee You can transfer the Agreement • You can relocate the System to Your to the new owner,regardless of credit rating; new home;or . You can prepay the Agreement; • After the sixth anniversary,You can purchase the System. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACTYOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.S67.8688.SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address support@vivintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 Phone 877.404.4129 1 Fax 801.765.5758 Copyright©2011-2015 Vivint Solar Developer,LLC All Rights Reserved PPA(11/2015,v3.2)I Page 1 NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO Agreement, signed by both You and Us, before any THE CONTRACT: work may be started. a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHT TO CANCEL. YOU MAYCANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B—State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C—Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (11)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR 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 this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENT AT YOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled in copy of this performance and payment bond. BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. ✓ BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: `� Signature: Printed Name: Dexter Hofhlrles Printed Name: Albert Long Salesperson No.: Signature: Printed Name: Copyright© 2011-2015 Vivint Solar Developer,LLC. All Rights Reserved. PPA(1112015, v3.2) I Page 17 , ',; ., • '' , ,I I�., ' 1. ,,! , ji �'! I i ;� 1, � � ' tI' tI!(� ,I ill� tl;il F,��� .I , � ! ' .t `_ '�VI f i ??/V'/�, ! i.-!.�' � I ��� I,II +14I• I �:.i�ll 5�i (I !I!� ! �I II 11 ! �Oi ice(of ConsumerlAffairs 'djBusih6§9iRe9ulati6n t i I 11 lrl•r1111111 i� "I'b 1 II nl, t I r,l I a I'd SO,Su�t��51�0 �I�1•'i 11` 11111 I:11 tlf Ij it(II� I I • ,_ 4l.° fl I! , I I ,il G' � I !!! ! , , , ,i I, ,i Bosto , �/Ia�s ach 0�2'l 16 ,(;I I ! ' ' i '� l Ali "I'4 1' 1:� 'I, l(illl f �.IPi,tall IIC(I I'I��(�'!I �I - ii ! �• I I I 1'I l i t I omelImp t Registratlon r ti Ii t i u jl I i , I I • � ?, •,� �iil =41 t II„I�IIl11l� ist f�;�yilll (_I� ilta � l:�ti'alfl �+�t�l�:l�lll�lil�?il•oi��, � 'jyt t '+t. i 3 �IIIII{I�I Istrallo (170848 ' t ' , i,+ I' ' ,! I• �f �,t?� s i �,t� t :� I �11 I iI 111 IT�B ' SupplemenilC2f'd Exprfatton l 1�5f2018! x '='VIVINT'SOLAR,DEVELOPER LLC Eli" ,'! DAVID 'PRECOURT 'I i( I.I I 'i�IMI ti•kr =t; yl Ilia I1 IILj! .! , II ;G. , �1• + i•11i�, Iiti :. ! , lla,..!'r..;. -?`'� '? 11' I I i I t. -.:},7 - ---`--- 3301 N,THANKSGIVING WAY ' �I) ' 1!hi Irli ,i! ! LEHI, UT.84043 i I ! ' {{. ?� 1�! '+}�!!a�r7i, �'jl t I71 j �'!?!i I111 lit, ,� IIIU I i+f -I - j ., i ,•= i ! 'il (1''I -�: _? + , i � ,! ,i I 1' �i i�£( Updal�AJdrgspnd rcwro rnrd.Mark mason fog chsuge. !if , 1Ad+ ti rt. r+ 111 ( ,il 11 er' drs (jl tRe-!!0I� Emptoymcntw�1 LottGrd tr n.di+4!epri �'.. (1 IaY�I tli l I � � •� •.:,:. ict of Coetvmv Aff'irti&Buslotss AeR/niaaoo I i li , III,ieense o�etgutTattoa nhd for iodi�•Idol ote only i (Ik11` lij heforelhtcet intropdafe.'!lffouriJnturn�totE. E(MPROVgid EMT CONTW►CTOR l I i'!Ogee of�onsumerlAffa{r�aad�unaecv Regaletroo tstratiow 1708d8 Ir, Iljt lilit rjl+j'7ype illl 1 IOPa�kPlri�irSar i ' I{' •Ettplrallon.lmrY078, Supplement qrd '{tosloo\1A 021 61 ' - �' .. ' ?{1 is I' ' Ii FIi - vp i SOLAR DEVELOPER _ • - a .. dI- I ,/F t� 11 '.in l i i LIi� ! i it�1 ! 11l1 '„• ti f WAY W - REf.OURT ! t ? ! 3301 HANKSGIVu+IG 1' I I DAVIDP I , ,s .mil N T _ •. l�El 'YJT 84043 t I { i U�dennrer�� i1 F( i I` ;I 'Yot�altd h�thont aggatatr I, r'I • - �f i..r ` - ..�''',�! I :.1?ft i ,'. '.:.. it.lea i Ii k'li ' li.Ill!I l�I? ?..+'�,�( ' r I 1 i,l ' t .... . .__• r. , ' li.l.11.,.,ll•I..I1 lui,. I ...... ,:.tll:..•.:L.?.i.l._ti. ,. ., - Massachusetts Qepartment of Public Safety Board of Building Regulations and Standards License: CS-013119 Construction Supervisor _ DAVID A PRECOURT F 97 FREEMAN STD rh NORTON MA 02766.E , ,,,AA CA, Expiration: Commissioner 08107/2017 �, IV N o J CERTIFIED PLOT PllAl`I I CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE FOR GROUND AS SHOWN AND THAT IT CONFORMS LOT 6.1:STARBEAM LN. ,_ HYANN.IS M . TO THE MINIMUM BUILDING SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE. PREPARED FOR BAYSIDE BUILDING INC . of SCALE: 1" = 30' DATE: NOVIIMBER 8,2000 = RIBA 79 y WELLER & ASSOCIATES ' 1645 FALMOUTH RD. - SUITE 4C CENTERVILLE, MA 02632 (508) 775-0735 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# q/Jc9l Health Division !1/ G�� ✓�2r�u-� ¢ ',Date Issued , 710661 Conservation Division 0 °U Feed Tax Collectorti Treasurer 'C) 06 "LICANT MUST a6TAW A SEWER 00NECTION PERMIT FROM THE Planning Dept: - hWINEERWO DIMOX,PRIOR'TO Date Definitive Plan Approved by Planning Board o c. OL Historic-OKH. Preservation/Hyannis Project Street Address 2-e T- f� ' Village Girt a Owner t Address _AYL&X& Telephone _ 7�—O� ` Permit Request 3 Z �L v"ai(.Gtl�' Y Square feet: 1 st floor: existing proposed HD" 2nd floor: existing proposed _ Total new Estimated Project Cost a5f/, S3 f Zoning District RC Flood Plain G" Groundwater Overlay Construction Type Lot Size 7 ss7 Grandfathered: EKS ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Ell" Two Family ❑ Multi-Family(#units) Age of Existing Structure /V.W Historic House: ❑Yes 3<o On`Old King's Highway: ❑Yes t�lo Basement Type: QV.full ❑Crawl ❑Walkouf ❑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 3 ' - Total Room Count(not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: Lg/Gas O Oil ❑ Electric ❑Other 4 - Central Air: S<s ❑No Fireplaces:-Existing New . Existing wood/coal stove: ❑Yes Flo Detached garage:O existing '❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing CYnew,, size JYXd3 Shed:'❑existing ❑new •size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded El Commercial ❑Yes 3No If yes,site plan review# Current Use �G��''^�G �G�'Z Proposed Use BUILDER INFORMATION Name Telephone Number 771.— Address �' License# i4l Home Improvement Contractor# +— Worker's Compensation# %c( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � ��" '� SIGNATURE DATE a r • FOR OFFICIAL-USE ONLY ' DATE ISSUED MAP/PARCEL NO. " {_; r `•'; • t,- , s S t t. r ,l ADDRESS VILLAGE ' t OWNERS •.= DATE OF INSPECTION FOUNDATION ' hh — _ram, I , `� ' - -"(..J � ��� ,J ',. r• ,,,�', ' '� �• d ' FRAMEi INSULATION ' FIREPLACE • y A ELECTRICAL: ROUGHN - `FINAL PLUMBING: ROUGH, ,� r FINAL t , �'= �• , � - . ' ' + '. •4• a�'_ -, .. r y„s, ': � I' GAS: ROUGIIi "FINAL 4 ► ► _ a FINAL BUILDING DATE CLOSED OUT f 1 a 1 ASSOCIATION PLAN NO. ., s 1HE Tp�� The Town of Barnstable BAR` .E. MASS. - Department of Health Safety and Environmental Services 9 ASS. 0a a6}9.'�0 PTFU M Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection 3. Location Permit Number �T Owner Builder TPV I ' One notice to remain on job site, one notice on file in Building Department. The following items need correcting:' Please call: 508--8662-4038 'for re-inspection. Inspected by yam- Date IV - 2 r� \r �2 s n 7`p57 s r i 105,5� PROPOSED PLOT PLAN FOR LOT 61 STARBEAM LANE HYANNIS, MA. 0 PREPARED FOR STEVEN Zr(n BAYSIDE BUILDING INC. R UMB y SCALE: 1" = 30' OCTOBER 11, 2000 °f s S� 4 Weller & Associates 1645 Falmouth Rd. —Suite 4C Centerville, Ma. 02632 (508) 775-0735 I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 I Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-4-2000 DATE OF PLANS: 7/6/00 TITLE: LOT 61, HOUSE #7 STARBAEM LANE, HYANNIS PROJECT INFORMATION: COBBLESTONE LANDING II COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 604 Your Home = 524 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2052 30.0 0.0 72 WALLS: Wood Frame, 24" O.C. 3108 19.0 0.0 182 GLAZING: Windows or Doors 489 0.350 171 GLAZING: Skylights 54 0.450 24 DOORS 21 0.350 7 FLOORS: Over Unconditioned Space 2052 30.0 0.0 67 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 LOT,61, HOUSE #7 STARBAEM LANE, HYANNIS DATE: 10-4-2000 Bldg. Dept. 1 Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C., R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.45 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes ( ] No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ ] I 1. Over Unconditioned Space, R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ l Materials and equipment must be identified so that compliance can bq determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20t of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 r •• �� ':-• r� .�/7 i' 1/'Il/J///llr J!!/,'r'f//l� r� �/r/.I.I./.i�!/:1/'%/,I 1 ;! BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR A Number: CS 005645 B i rt h da te: 04/19/19 56 Expires: 04/19/2002 Tr.no: 18679 Restricted To: 00 BRIAN T DACEY _ 62 FERNBROOIC LNG—el �rJta� CENTERVILLE, MA 02632 Administrator 00-35,000 cf enclosed space (MGL C.112_S.60L) 1A-Masonry only 1G-1 &2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIG SAFE CALL CENTER: (888)344-7233 1 I ._ . COMMON OF M_ASSACHUSETTS DErAJUMF.N"T OF LNDUSTRIALACCIDENTS _ 600 WASHINGTON STREET ames carncn'el: BOSTON, &LASSACHUSMS 02111 cor..-,:ssicne' WORKERS' COMPENSATION INSURANCE- AFFIDAVIT (licensee/perrnittec) with a principal place of business/residence ar (City/State/zip) do hereby ccr-tify, under the pains and pcnaltics of perjury, slut: 19 1 am an employe: providing tic following workc.s' compcnsaon coverage for my employees working on this job. A/00Q 71162A/ ems. ore A/Y. 7"c i g1 q Y/ D q l lnsurancc Company Policy Numbcr [ ] I am a sole proprictor and havc no onc working for mc. [ 1 1 am a sole proprictor, genc.-al contractor or homeowner (circle onc) and havc lhired the contr:,ctors listed bee«- who havc the following workers' compensation insurnce polio: 0 4 Y,5 / be i31)lt_ _SFf- Narnc of Contractor Insurncc Company/Policy Number lame of Contractor Insurance Company/Policy Number Dame of Contractor Insur:ncc Company/Policy Numbc: 0 1 am a homcowric. performing all the work myself. NOTE: Please 6e aware that while homeowners who employ persors to do+maintenance, construction or repzir work on : dwc:•ling of not more thin three units in which the bomeowncr also resides or on the grounds appurunant tbcreto,srt not generJrl} considered to be ersploye:s under the Workers' Compensation Act(GL C 152 sect 1(5)), application by a homeowner for a licc::sc or permit may evidence the legal sutus of an employer under the Workers'Compensation Act 1 undc-st:.-id that a copy of this statement will be forwarded to the Depar-.c.:of Industrial Accidents' Ofnce of lnsurancc'for cover:E: vcr.:tc::ion and tha failure to secure eovc;2gc as required undo Section 25A of MGL 152 can lead to the imposition of cirninal consisting of a fine of up to S 1 500.00 znd/ot imprisonment of up to one yG.::rsd civil pcnaltics in the form of a Stop Work Order a^.-- fine of S 100.00 a d:v a€sins: me. Siuncd this day of , 19 L1cc:1scc'per miucc Licasor/Pcrrnictor SUBCONTRACTOR' S INSURANCE BAYSIDE BUILDINNG: (L) ZURICH - SCPM31195788 (W) NORTHERN INS N.Y. - TC1 91911041 ENGINEEER: BAXTER & NYE ENG: (L.) KEMPER - 7CQ27676000 (W) EVANSTON INS - AE802232 WELLER & ASSOC: (L) NAT' L GRANGE MUT. - MSP45246 LAND CLEARING: PETER GOVONI : (L) CNA INS CO C179997230 (W) CNA INS CO - WC179997244 EXCAVATION & SEPTIC: ROBERT J. OUR. (L) U S F & G - 1MP30109550901 (W) U S F & G - 771521695 NORTHERN SEALCOAT (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: GARDNER CONCRETE FORMS : (L) ST. PAUL - BFS00000169269 (W) ST. PAUL - 7717171998 WELLS : DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - .151300062926 CELLAR/GARAGE FLOORS : MASON WORKS : (L) TRAVELERS - 1680204Y4465TCT FRAMERS : ROBERT DORRER: (L) TRAVELERS - 680526K991A (W) ST. PAUL FIRE & MARINE INS CO. - 6S16UB-510X322-3-99 MIKE DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL WC1312492127024 DAVID HILL: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC13124921.27024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED FERNANDES WAYNE: (L) HINGHAM MUTUAL - ART9800896 DANNY TORTORA: (L) ZURICH - SCP 31874051 (W) WAUSAU INS - TO BE ASSIGNED GAS PIPING: BAYSTATE PIPIMG: (L) CRUM & FORSTER - 5031766863 (W) CRUM & FORSTER - 4086081999 ELECTRICIAN: CHAVES ELECTRIC: (L) MISC. INS . - ZDN5245913 (W) MISCELLANEOUS INS CO. - WCP0006299 AMES ELECTRIC: (L) NORTHERN INS . - NBF418165 (W) AMERICAN EMPLOYERS- QBH2O8297 BAYSIDE ELECTRIC : (L) ST PAUL INS . - BFS00000400422 (W) EASTERN CASUALTY - WC98695063 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTIC SECURITY: (L) HANOVER INS - PAC105393 (W) WORKERS RISK - WCS-80414040 INTERCITY ALARM: (L) FIRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID' S REMODELING: (L) CGU - NBFB40738 M & R CARPENTRY (L) MARYLAND INS . GRP- SCP30235965 (W) CIGNA PROP & CAS . - C80049997 K FITZPARRICK: (L) MARYLAND INS . GRP- SCP30235965 (W) CIGNA PROP . & CAS . - C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) COMMERCIAL UNION - NBF824090 (W) LEGION INS . - WC30024039 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF , (W) ASSOC INDUSTRIES OF MA. MUTUAL - AWC 7000126-01-99 GARAGE DOORS : ALL CAPE GARAGE DOOR: (L) U S F & G - BFS000000348188 (W) TRAVELERS INS CO - 1810336H8138T1A99 STORMS & GUTTERS: ALUMINUM PRODUCTS : (L) CNA INSURANCE - 1074079839 (W) CNA INSURANCE - WCC174080411 OAK FINISHER: AMERICAN FLOORS: (W) EASTERN CASUALTY - WCV3001745 CARPET, VINYL & TILE : CARPET BARN: (L) TRAVELERS - 1680625Y1691TILOOS (W) MA. RETAIL MERCHANTS - 8100-06 TILE INSTALLER: TONY AVERINOS : (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS: (L) ARBELLA - NBF8410782 (W) TRAVELERS - 7PJUB-521X529-4-99 APPLIANCES : KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO. - 77WZNB1603 MIRRORS & SHOWER DOORS : L & M GLASS : (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY' S BROOK: (L) TRAVELERS - 6880937DO453 (W) RENNAISSANCE INS - TBD DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 SUSPENDED CEILINGS: ATC CEILINGS: (L) TRUST INS CO - TMP1005666 (W) SAVERS PROPERTY - W00000873 RUBBER ROOFS : CAZEAULT CO. (L) AMERICAN EQUITY - ACC 060106R-1 SIDEWALLER: STEPHEN CRESSWELL: (L) MARYLAND INS - SCP29031342 J "H" --------------- --------------- SMOKE DETECTORS O.K. r61fL BARNSTABLE BUILDING DEPT. 5 To (o - d LL i I P� i I I I I I I I I I I L - _ j L _ _ I i _ I I --------- ---- ---- -- I I � ------------------ ELEVATION � 3/16' . LEFT ELEVATION SCALE: 3/16" . V-0" - E 12 ..\` 127 LT \\ x 2x12 RIDGE I rr , a /6� STORA�l o i ti+ i 1 i iilf f _ R30 FIBERGLASS INSULATION 2x6 CEILING JOISTS Ix3 STRAPPING 1/2' GYP. BOARD s a 1 1 I I I I II I I I I II I -------------------- ----------------- RIGHT ELEVATION SCALE: 3/16" - V-0' 12 127 , x ?,f ----- +o a STOR GE I� o 6L R30 i L; --__-- - CC JC �- � C C 1C I 71 i I i I I III I I I I I I I I I I I III I I I I I I I I I I I f II I I I I I I I I I I I I --� ---- Z-- -- -- ----Y---� i A 2e'-0- u u a 1 DECK J m � 25 3. v PGG 2559-2 OPEN TO 2,-4- m B6 50 3/4 x59 3/4 ABOVE ZT �n �a � FAM I LYGA 540� PLAG - DFS 7282 OX ROOM 5ER'ES 72"x82° I CARPET I � I �_ OPEN TO 14'-4- ABOVE 271-8' 14'-O' I I 25 3 I DINING MASTER LIVING i Q m OAK SUITE ROOM CARPET OAK------ ------- 9-CITE 2868 . 2'-4 PGG 2559 l�.ni V o 3'-0 G19 .O. _ (�j 2566 19 N z � �-+D.W. l�J — 0 2666 I-FLD — �P+ 2666 PKT I PANTRY SNELVE5 BATN FOYER a GARAGE I I OPEN TO OAK �I O KITCHEN ,TGN EN 25` WALK-IN TILE I ABOVE a V VINYL Gl. — TUB x �5_4� �' -8° =IO IW-10" I I` PITGH 2"PTO DOOR 0 5_ 8'-10 - m — 0 5/81 FIRE RATED _ ® I I n ABOV I� "vL GYP. BOARD FWo 5305I SC TI FIRE RATED i -- DOOR 2Lh WALV EMO obW I FOY ER � TO I110. I 2566 BATN Z OPEN TO OAKI I26" I ABOVE ABOVE I,&" UP CL. DESK 1 BREAKFAST Q L VINYL i m ml _J 's b I 9' x 7' OVERHEAD DOOR a� ID wN U� '� m MCI �` mI i CONC=AIRON � ou 1 I co x' '- am �Nr �� I (y � I I t i 23' 4'_3a mu= mi . , 'rd� _,_ � _r„ Ned a•_nn _�n I q'_On I 2'_6>n . Q RI{n 1 co - -to �Q_ 5 �, T __ N �aIa �a "' TO BELOW 1 I _ " 14'-O I EDROOM #2 � o BEDROOM #3 -0� EN TO 1 CARPET _— v CARPET BELOW BALCONY RAIL-] =--- ffnn CARPET o V�, k3r " 5'-4 3 1. PCG2553V _ 25 3/4 x53 3/4 2�6 46b6 2466 PKT x RAILS 2a66 PKT 26" BATH STORAGE WALK-IN OPEN TO' OPEN FOYER 1 TILE WALK-IN 2666 PLYWOOD m CLOSET BATHW BELOVd 26" O CL05ET -—_—-— -—- 25 p BELOW I-FLD 1 � _ 1 - _ 14'xi2" O/A CARP LINEN IFS 308I UNNER PLANT SHELF = _ 51CYLIGi4TI f I _ --------- FS 30B _ OPEN TO — - - -= SICTLIGHTI -- j EL v — - — _— I I � I I 14'_0" ' 14i_On � 28i_0. 14'_Or 42'-0' 14'-0' _ V-10" • 4'—O' "2'-7' 7'-0" T-0' I6' BILCOI I I r---------, . 4 n IBULKHEAD I I I Iin j a - ' - i90R w I I I I I I I I � I I Jj. r--� L----- —————— --- ---J I ILn Q __ I BASEMENT Q ——= ——-—— — I r—— I . 10GIRT-1�� I' I i I m L-J L-J L.J L J L B AI l POCKET 1 I O I I BEAM POCKET - - rt1 _ 3 I/2' LALLY COLUMNS I I I 24'x 4'x12' CONC. PADS TYP. I GARAGE IPIN02PACT FILL C �0ETTDR I O cI cn 8' 7'8' CONC. WALLS I I . c I.. L —————————t Q v - i6 x8 CONT. FOOTING x8' — — J ————.——— 8'x4` GONC. WALL i Lr —————— 16" FOOTING } DROP FOUNDATIOJ - I o ---� L-----ion v —————— 14�_Or 28�_0r i_3r 9�_6n 2i_3r� FOUNDATION PLAN 5CALE, 3/1G' = 1'-0' RIDGE VENT 12 2x12 RIDGE BOARD 12 F --ASPHALT SHINGLES -- -------- I I --- I I I I I f I - i I I I I -1 -------------- ------__ _____-�____-_----__--_______--__ GAIT ELEVATION LEE7 ELEVATION SCALE: 3/16" I'-0" j /., SCALE: 3/16" 1'-0" 1212 x 2x12 RIDGE L ?+OS O' ry+�o�e STOR GE R30 FIBERGLASS LNSULATION 2x6 CEILING JOISTS Ix3 5TRAPPtNG 1/2, GYP. BOARD 2XIO'S @ 16" O.C. 1/2' GYP. BOARD. STEEL BEAM R 5/8° FIRE-RATED (FOR 2 CAR GARAGE ONLY) GYP. BOARD I n FAMILY I GARAGE ROOM r FINISH FLOOR PLY SUBFLOOR —�I LA 6" F15ERGLA55 IN5UL. - — - 4" CONC. SLAB I - '�S 1i1(i 2xI0'S @ 16" O.G. 1L f - , -i I i "= I. 1=LIl1!=Ill ll-W-W- COMPACT FILLS BASEMENT �<� � I_I I 14'-0" 3 1/2" CONC. SLAB S EECT I ON "A" SCALE: 1/4° - I'-0' r-V U IN L.)A I i V IV r lL/A N RIDGE VENT 12 2x12 RIDGE BOARD 1z p . ASPHALT SHINGLES 5/8" CDX SHEATHING T 12 5 / 2x10'S P 16" O.C. . / 12 R,30 FIBERGLA55 .INSUL. / 12 FRAME SKYLIGHT 2x8'5 @ 16' O.C. OPENING TIGHT TO i ILING JOISTS Ix3 57RAPPING 1/2' GYP. BOARD _ OPEN MAINTAIN AIR SPACE FIN SN FLOOR (BEDROOM) I! I I,I';' CONY. VENTING DRIP EDGE 5/8" PLY SUBFLOOR �# Ix8 FASCIA I'li u y Ix4 SECOND MEMBER _ _____ _ ALUMINUM GUTTERS AND DOWN SPOUTS " _ 2x10'5 @ Ib" O:G 2x10'S @ I6 O.G FRIEZE BOARD AND MOLDINGS ----- ------------ (2)-9 7/8' LVL'5--/ \ 2x6 EXT. STUDS @ 24" O.G. INISH STAIRS 13R j 6' F.G. INSUL. 3-2x12 CARRIERS 1/2' PLYWOOD SHEATHING t �I LIVING FOYER TYVEC WRAP f CEDAR CLAPBOARDS IN FRONT co -1t W.C. SHINGLES SIDES i REAR - U F ^ ' 5'-2'10'-0 12'-10° i.l FINISH FLOOR 5/8' PLY SUBFLCOR " FIBERGLASS INSUL. P.T. 2X6 SILL + SILL SEAL P.T. 2x10'5 @ 16' O.C. ?302x10'S @ 16' O.C. 2x10'S 0 16" O.G. 000600 ANCHOR AT 8' MAX 3-2x12 GIRT 5 GIRT 7. POST = STAIRS 13R - D TUBE" =i 3-2x12 CARRIERS _ - BASEMENT - 8'x7'-q' CONc. WALLS DAMP PROOF BELOW GRADE 3 1/2" LALLY COLUMNS 14'-0' 14'-01 3 1/2' CONIC. SLAB 2'-0'1, SECTION n 811 5GALE" 1/4' = 1'-0" + ,Io. �O^ATION