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HomeMy WebLinkAbout0059 SPRING BROOK LANE \ ,4�T y� era -o-fla - o��/ _ ,, i Vivi It— Town of Barnstable 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. 59 Spring Brook Lane Cotuit B-16-648 Again, we certainly want to thank you in advance for your support and - Understanding. Please feel free to contact me directly if needed. Jeremy Sabin > Director of HR Vivint So - - ,y Brendan Smith- VP of Operations Vivint Solar. C - yIs Business R aton 10 Par P1 - te Boston,, Massachusetts 02116 Home Improvement Gong° Registratio, �eg�is�r�tibwr,. 1I�Oti'4�° Type!: Sap9fement Card Expiration: 1i&2 g, ViVliNT SOLAR DEVELOPER' LL.C.. EMMANUEL Mt`LLO LEHI, IT 84043 _ Update AdAress and return,cau dl.t�atr�reas�rat fog ctiast�:. n Address ) RemwwN Ej ]!Employment G; iLos€.C'wd C�G �lvil[/y.:..'�J/1un,{(.y/1.r����ra:iJll%✓V r(N!. ' 4:6`ue of a�serxr�r�i airs d'i 9n4sess ;License w sregis)-trattk ai valid for iiadi*J56d we Cub E tMPRCVEMEI.gT COi"if £T40'fZ before.the expiratiou date If fou+adi return tw Office of Coasurner Affairs and Business;Regaslwonr te.gistcatisre: ��€ & Type:' f Pa.r l Fa�at Suite 5>lrtH � = Exaiea tan.; 1lrt?as8 Supplem�enf Card &stea,.MA.02116 VIVINT SOLAR DEVELOPER LLC. EMIR ANUEL MELLO 3301 N THANKSGIVING WAY SUl /'✓'�'��7� /!��/��`'✓/�� Lt= , UT 84043 Undersesretasy signature " 1a 12 Thompson Rd Webster MA 01570 n 57 �U www.RofAtte don Son 826 plc 19 {Massachusetts -Department of Public Safety Certificate of Attendance and Completion • raining �� � ReffresherRenovator per40CFRpart745.22 Board �f Building 9y Regulations ar°nd.aiid73taards 3 ead-safe Renovator-supervisor r i,e�iii iiCiiirio iii.rci ri6i�P Emmanuel Mello 1� License: CS-063607 w 80 Kendelle Rd. Jefferson NIA 01522 E1VIlVi[ANU?EI.T Mom. � Course&Exam Hate:04/1715 PO Bog 326 Expiration Bate:04/17/20 .Jefferson MBA 01!Y22 a Wj. Certificate R-R-18867-15-00228 ' . a - Trainer Date J ,> )flti Expiration Commissioner 05/03/2017 v 6 t The Commonwealth of Massachusetts Department of Industrial Accidentstk - - Office of Investigations 600 Washington ash' Street `W Boston, MA '02111 www mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly f; Name (Business/Organization/Individual): V. V; n t <a l=fi i Address: 3 3v 1 h, - r h,tn 14 S q; v,N S,,r( e_ So 0 City/State/Zip: 7^ q f d k 3 `Phone#: q-y f - 2 7-,1, - S-F Are you an employer?Check the appropriate box: Type of project(required): 1.G lam a employer with 4. ❑ I am a general contractor and! 6 ❑New construction t employees(full and/or part-time).* have hired the sub-contractors 2.❑ l am a sole proprietor or partner- listed on the attached sheet. t . 3. ❑ Remodeling i ship and have no employees These sub-contractors have $. ❑Demolition working for me in any capacity. workers' comp. insurance. g. ❑ l3uilding addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10_❑ Electrical repairs or additions required.) officers have excrc_ised their ' 3.❑ I am a homeowner doing all work right of exemption_per MGL I LE] Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no ' 12.[] Roof repairs insurance required.]t employees. [No workers' 13.0 Other comp. insurance required.] 'Any applicant that checks box til must also fttt oub the section below showing their workers'compensation policy Uttfilm rat ion. t Homeowners who submit this affidavit indi;cni�they are doing all work and Then bite outside cbritractors`m�ust subrr4a:new affi4vit uidicating such. tc.r ttaet,irs that chick this gox much attached an additional sheet showing the naiti7e.of the sub-contractors and their workers'comp.policy i4formatton. I anti an eneptayer drat is providing workers'compensation,insurance fair my er►rptoyees. Bel mu is the policy and job site ntformation: .. . _ _. / .. .. GO Insurance Company Name: � "t�r^.� ntrr Caa�1 k e-.Sit✓•t +.,c C A#4 c1 Policy f#or Self-ins. Lic.#: VW' ey 6) / <) it Expiration Date: I r t fi Z o/4 Job Site Address: (J- City/State/Zip: IL Attach a copy of the workers'comp sation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ' ' fine up to$1,500.00 and/or one-year 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 mature: / .v �-'" " � Date I Z Phone#: i(G f ' Z Z 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: T v _ Phone#: - , F Ate® CERTIFICATE OF LIABILITY INSURANCE FDATE(MWDD'Y"") 01/2712016 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 arc Nr o Ext: FAX No DENVER,CO 80202-5534 E-MAIL DD Attn:Denver.CertRequest@marsh.com l Fax:212-948 4381 INSURERS AFFORDING COVERAGE NAIC# INSURER A:AXIS Specialty Europe' ' INSURED INSURERS:7urich American Insurance Corn 16535 Vivint Solar,Inc: —__ 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. IN SR AODL SUBR POLICY EFF POLICY EXP L7 TYPE OF INSURANCE POLICY NUMBER MMIDD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY 3776500116EN. 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000,000 CLAIMS-MADE M1OCCUR UAMAUL:IV PREMISES(Ea RENTED occurrence $ 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 PROJECT LOC PRODUCTS-COMP/OP AGG $ 25,000,000 OTHER: $ B AUTOMOBILE LABILITY BAP509601501 11/01/2015 11/01/2016 COMBINED SINGLE LIMIT $ 1,OOQ000 Ea accident Ix ANY AUTO 'BODILYINJURY(Perperson) $ ALL OWNED SCHEDULEDBODILY INJURY Per accident $ AUTOS AUTOS � � ( )HIRED AUTOS X NON-OWNED - PROPERTY DAMAGE AUTOS Per accident $ Comp/Coll Ded $ 1,000 UMBRELLA LIAB OCCUR _ _EACH OCCURRENCE $ _ EXCESS LIAB. HCLAIMS-MADE AGGREGATE $ DED RETENTIONS $ C WORKERS COMPENSATION WC5;M1301 11I01/2015 11/01/2016 X IPER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE AZ,CA,CT,HI;MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? E. NIA (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 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS ILOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it 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.Parsloei16dler�x ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORID TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # _ 1�-jj •F�.�:. t 6p ems° ..,�.. Health Division Date( Issued `'" 313 Conservation Division Application Fee Rr G Planning Dept. r!p a;j Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis �rn pryer S '� Project Street Address l We- Village NAZIJ-1 Owner Address Telephone Rak 32e�P 6-1,217 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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: ❑ 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 DAZIId 61AAUiL� Telephone Number Address License# C'$ Home Improvement Contractor# Email ,���" C_E%"�F-�fttJa A h11OYdA, 6/a� Worker's Compensation # ®� � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE ���� FOR OFFICIAL USE ONLY APPLICATION # r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I� FINAL BUILDING DATE'CLOSED OUT ASSOCIATION PLAN NO. 1 1Cl�ll � solar SOLAR WE PUR AGREEMENT 0A . N#"' ,, ; M >. 4m °pan, . n;Oat* 4110912016 VVffiam Cray a gilt#o lo�rtan +Ad ,` •­ S$Spring (Brook L.n � t oate:' 5 SpAng E3rook Ln CotUi 7107 MA0263� . t? 1201% Ott it t Ao26 wmw ( 02) 999 5677 : w . Ire r Up-front Cost Energy Ptico($/kWb) Initiial Term 1 4 Our'Pt'Oi't'1iSeS a eta '� weeny r rt Ifto ZdMc"l too t kata. firm workat Yow 11 # - 1 + Ttw Enemy Pelts iris a a ably t° p !A#by* ram - from accoan ,Wad a , + You .not fatanypy { •Four�rt'►m#anent _ � �'�`ar# 'ate i ! You Movogur � �e� n� teh # o = s E th*ilm L'Td3� }#fiN 4�if. 'YAu WE MAY HAVE PRESCREENEDYOUR CREDIT, ES ' ING CIF CRfDr JD WTIMPACTYOUR CREDrt SCQRE 1 YOU CAN CHOOSE TO O�-RECEIVING-'�PRE CR -O R Q CREDIT'FROM USANO OTHER COMPANZ BY 19 CALLING 'Qli. FREE 8R6a ?#B BB,SEE PRES+CREE4&OPT-OUT NOTICE BELOW FOR MORE 1NFOR-MOON ABOUT - PRESCREENER OFFERS. The otice of Cancei �t�! rt@vjvantsr�fjr c*M vRvintsol$raC4m. 3301 Thanksgiving Way,vita-$0 ►LON,, T 8 y P o 877,404.4129 I Fix 801.70;67-58 I A. LIST OF DOCUMENTS TO B INCORP ATEO �n' by �lkll You and Us, before any T14E CONTRACT. a} Residential Solar Power:Purs;hase Agreement, G.. ,ISTOMER'SINHTTOCANC L; YOU MAYCANC L b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE_I ATER OF. c, Exhibit.S-Stage Noticies and I,�isolosures, MIDNIGHT OF, THE THIRD OR BUSINESS DAY � d, Exhibit C.—Certificates of Insurance.and AM THE TRANSACTION DATE,OR(I)THE. START OF e. Customer Packet, NSTAUAMN OF 'THE: SYSTEM OR ANY OTHER These documents are expressly incorporaed irta the iNTAi.LATIONWORK: WE PERFORM ON YOUR Agreement anal apply to the relationship between"You " PfOPMY<..II=YOU WiSEi TO CANCEL THIS CANTRACT, and Us YOU' MUST EI' ( }SEND A SIGNED AI1U DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN. OF C.ANCI:UATIC N i Y REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN ORCERTFWDMAJL,RETURN RECEIPT R,i U T ;OR � ELECTRICIT COSTS IN RELATION TO THE SYSTEM THAT ) ERSONAtLY DELIVER A .SIGNED? -AND DATED WILLBE INSTALLED ON YOUR PROPERTY. WWM NOTICE OF CANCEUATION TO; VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOAR DEVELOPER.LM 301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH ";0F, THE SU `E SOD, LEHI, UT ")43., ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPA TMM tR YOU C'ANCEI.: THIS CONTRACT AGREEMENT. WMiIN SUCH PERIOD,YOU'ARE ENTITLED TO A FULL. D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REEUNDOF 0UR.MONEY. REFUNDSMUST'<BEMADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN" 30 DAYS Of OUR R IFT- OF THE. 1 You have read and received a legible copy of this' " MCELIATION NOTICE.. SEE THE ATTACHED NOTICE Agreement;that we have signed.the A#eernen _,and OF CANCELLATION FOR AN DGUNA ION OF THIS thatYou'have readand received afegiblezo of every RIGHT, I NOTSI+GN BELOW UWESS WE HAVE.GIN document that We • have signed- during the YOU THE IN ICE OF CANCELLATION" WE ARE: negotiation. PROHIBITED FROM. HAVING AN t INDEPENDENT E. YOU RISK THE LOSS Of ANY PAYMENTSMADETO, . COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE; YOUR I'AY tIENT'A'TYOUR RESIDENCE BEFORETHE END F. DO NOT' SIGN 'THIS AGREEMENT IE -THIS OF ME CA ICEU,ATION PE1.401): , AGREEMENT CONTAINS ANY BL NK—SPACES.. You are w You have 'the right to require Us to have a entitled to a completely filled in coy of ft performance and payment bond. .' SY CHECKING THIS BOX YOU AGREE TO RECEIVE EILECTRONIC"RECORDS AS FURTHER DESCRIBED IN SECTION 7 m AN®AGREE`i'ISOiEC(BOX# NMUUT YOUft.a:C'MONICStGNA'T'URE. BY CHECKING THIS 0)� I AGREE ND DPT4N TO RECEIVM 797 MESSAGES AS FURTHER DESCRIBED IN SECTIA.N 71PL.AND AGREE T)il$ iECKB M YOUR ELECTRONIC SIGNATURE. a o BYCHE(XINGTHIS BOX YOUAOREETOAR TtONANDWAlVETHERIGHTTOAIURYTRIALASDESC.RIBED INSECTiO a :AND AG,MWTHISCM=W-X0OtW1MM, YOURMIM0, ICSIGI A"I"URIr , VIVANT SOIL DEVE10PER,lX: CUSTOMER(st rt►at dFlo Srao,!qy H4 '1Ines. tt Willic�IYI Crar ftm- Copyright V ft j: ,UC ry� P 4W � age The Commonwealth of Massachusetts ` Department of Industrial Accidents ' 1 Congress Street,Suite 100 . ` . r^ . Boston MA 02114-2017 •www.massgov/dia lVerkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. ADVIIcani Infbrtnatian . _�:. _:. ,. ..._ � ' 'Pleast'Print bh+ Name(Business/Organization/Individual). Viyi6t Solar.INC Address: 3301_N Thanksaivinas Way.Suite..500 —.. _._ — - City/State/Zip:. Lehi LIT 84043 Phone# 801 6246459 Are you an employer?Check the appropriate box: " Type of project(required). 1.7 1 am a employer with employees(full and/or part-time)." 7, New COnStrUCtiOit 2.a I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp,insurance required:] 3.❑I am a homeowner doing all work myself.[No workers'comp..insurance required.]t 9.-0 Demolition 10 Q Building addition 4.0 1 am a homeowner and will be hiring contractors to conduct all work on my property. I will p ensure that all contractors either have workers'compensation insurance or are sole I I:Q Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5. I am a generat eontractormd I h"V'hired the sit cGntractais<listed on the attached sheet. These su lt-contractors have-employees and havc.workers comp;insurance 13.Q Roof repairs SOLAR 6.❑we are a corporation and its officers have exercised their right,of exemption per Y1GL c. . 14:®Other: _ -_.. ... 152.§1(4),and we have no employees:[No workers'comp.insurance required.] "Any applicankthat checks box#1 must also till out the section below showing their workers'compensation policy information. +Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such; 'Contractors,that check this.box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entiiies have employees. If the sub-contractors have employees,they,must provide their workers I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name•_Zurlch American Insurance r Policy 4 or Self-ins.Lic.4: WC509601401 Expiration Date: 11/1/16 Job Site Address 59 Sprng"Brook Lane Cotuit MA 02635 - - City/State/Zip:_ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as.required under 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 pQtrt and enalties ofpeju lrritllte information provided above is true and correct SiP,liature� " _ 3117115 Jute. Phone# w _.___ 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). r 1.Board of Health 2.Building Department 3.'City/Town Clerk 4.Electrical Inspector'5.Plumbing Inspector 6.Other, Contact Person: Phone#: 7 ACC> Q® - `w� CERTIFICATE 4F LIABILITY ININSURANCEDATE(MWODIYYYY)010712016 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 acNr o Exe: ac No): DENVER,CO 80202-5534 E-MAIL Attn:Denver.CertRequest@marsh,com I FaX;212-94 4.381 ADDRESS INSUR S AFFORDING COVERAGE NAIC# INSURER A,Aids Specialty Europe" INSURED INSURERB:Zurich American:IriSurance.Company' 16535 - Vivint Solar,Inc ' Vivint Solar Developer LLC INSURER c:Amedran Zurich Insurance Company -401.42 Vivint.Solar Provider LLC INSURER o:N/A. NIA 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURERE: t . INSURERFc.. ._ _... -_ ...... ....... . COVERAGES CERTIFICATE NUMBER: SEA=002920()68-041 REVISIONNUMBER:2 THIS IS TO CERTIFY THAT THE POLICIES OF,INSURANCE LISTED BELOW HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD. OT INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR HER 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.;UMITSSHOWN:MAY HAVE BEEN REDUCED BY PAID`CLAIMS. - '...POLICY.EFF. _POLICY EXP ILTRR TYPE OF INSURANCE AODL BR POLICY NUMBER MWDD . MMIDD LIMITS A' X COMMERCIAL GENERAL LIABILITY • 377W`l16EN. - 01/29/2016 01/29/2017 EACH'OCCURRENCE S 25,000,000 DAMAGE TO RENTED CLAIMS-MADE a OCCUR PREMISES fEa $. 1,ow coo MED"EXP(Any.one person) $ 10,000 PERSONAL&AOVINJURY _ $ _ 1000,000 GEN L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 25,000,000 X POLICY❑PRO- ❑ JECT' LOC PRODUC78-COMP/OP:AGG $ 25,000,ODO OTHER: ...._..._ .. $ B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11101/2016 COMBINED SINGLE LIMIT $ 100000(1 Ea accdent X ANY AUTO ` - BODILY INJURY(Per person) $ ALL OVdNED SCHEDULED BODILY INJURY(Per:accident) $ AUTOS - AUTOS., X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident - ComplColl Dec $ 1,000 UMBRELLA:LIAB: OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS ` - .AGGREGATE $.,- 'DED - RETENTIONS. - _. .• - $' - . C WORKERS COMPENSATION WQ509601301 11/01/2015 11/01/2016 X PER OTi r' AND EMPLOYERS' ABILITY YIN - - STAT L LITE .ER ANY PROPRIETOR/PARTNER/EXECUTiVE AZ CA;CT,HI,MD,NJ,NY NV,:NM, El:EACH ACCIDENT $ 1;000,000 OFFICERIMEMBER,EXCLUDED? a NhA ° s " (Mandatory in NH) OR,PA;UT r E.L:DISEASE:-EA EMPLOYEE $ 1,000;000 If ye DESCRIPTION describe under WC509601401 M __._.... B DESCRIPTION OF OPER4T10N$below ( A) 11/01/2015: 11/0112016 _... E-L.DISEASE;-POLICY LIMIT _$. e - DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLE&(ACORD f01;Additional.Remar is Schedule may be:attac)ied'6'moie space is'requiieir) 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. ' i AUTHORIZED REPRESENTATIVE of Marsh USA In,. Kathleen M.Parsloe �aLw•a�hr-t�ralati ©1988-2014 ACORD CORPORATION Ali rights reserved. ACORD 25(2014/01). The ACORD.name and.logo'are registered marks of.ACORD. , , �it ; f If• i c 4.,t t V. €.1 t t ,. I II Y f{ Il ,,. - t, {} ttytOffice o Consumer Affair �Bustne�slReg' ation i �,, ( 14 4 Ip� It I P + j 10 Park 'laza Suitet5l 0 ° i 'II Il� I�i' itl � I (12t?'��{.�i�hfi� ( �w� f 1 { I I 1 ( 11I1 till , ston}IIas at s0�°1 16 ''lit t 4f I I 111 t 1 II + i f t t' Iill. 3 ♦t " 1;_+ ({; 1114 t ;(t� 1f11nome�Improv t l t", oii t Regts(tat>fon F l� 5 t - t fi f11'"t( IIIF t ( ) - r t,P 1 , 1 It 11 I I t=tE:t a I I 1 fl:f sl '{(ti fTf 1 t I ,I. II : t e ! 4� ' i illllil dill t+ tit° I ) II { �pf'SIiadOrl ,7U848 ; � �y t :. ti,, ,.._ � _� I ll t �, � tl � :,rt' I•.1 I�4t:E>,mir{raLon ,{115201t1 . f . VIVINT,SOLAR-DEVELOPER LLC'' ,�, t I .:t f. r (•7 ••i ' DA 1D;PRECQURT I-;,�I I H 1f ! s jL 7 4 I# P fi f H t 1 !tl PI 3301 N THANKSGIVING WAY=�� 1 { I��j��° `� i{ ',l I f 1f 11 t a h j I,' f 1t.•�tii ` tl I+ t irt�; I((�EIII J, tl f I(T�, h� ,lr . —•- ,� Itl" ftlpdpt�IiAadraspndretiarpmTdMprk>Rasonfpreheaga �. 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I G. ,.tt 14. i I. i.h.b. . Pu 1J a yet f �� � -41 to 9 � z q�� 14, '.UAVtD A=fRECQURT _ , . 9?� FREE AN ST; NORTQN MA 02766 i r 'a p ... x wn, O' � 5 pir77, I �t�n �tli 0$f0712017 logill y a .. O O L V a 1J L1n0sola'' r 3301-North Thanksgiving Way, Suite 500 Structural Group x Lehi, UT 84043 P: (801) 234-7050• Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com January 15, 2016" Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 ' Re: Structural Engineering Services Cray Residence 59 Spring Brook Ln, Cotuit MA S-4782309 6.76 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, 2, and 3): Roof section is composed of 2x12 dimensional lumber at 16"on center with 2x4 collar ties every 16"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. 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. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 110 mph based on,Exposure Category B and 45 and 24 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. tavonI solar Page 2of2 E` Loading Criteria 10 PSF= Dead Load (roofing/framing)' a 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. a 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. - Y 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 deflect non-uniformly,-our office should be notified before proceeding with the installation. 12. The solar panels are 1 '/2r thick and mounted 4 '/z" 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 collar ties be installed at two third of the attic height @ 48"on center. 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: f Should you have any questions regarding the aabove or if you require further information do not hesitate to contact me: r V truly yours, SUN • VIL Scott E. Wyssling, P No.�507 MA License No. 5 7 A9o�9FcisT�Q ' FSSIONAL ENG 59 Spring. Brook Ln , Cotuit MA 02635 N (D t - JUNCTION BOX ATTACHED TO w 70'OF 1"PVC CONDUIT ARRAY USING ECO HARDWARE TO *' FROM JUNCTION BOX TO ELEC PANEL ° - (D c KEEP JUNCTION BOX OFF ROOF J 0.. �Y Lu - - - - - - N° z F - cu a PV•SYSTEM'SIZE: 6.760 kW DC r ( (n PV INTERCONNECTION POINT, ( I N INVERTER,ANSI METER LOCATION; ) 1 OC LOCKABLE DISCONNECT SWITCH, &UTILITY METER LOCATION I - Ir OD o LLJ Boa m INN "IN le d' � I .v W W Z m _ J V Z titJ SHEET I a NAME: Vft� — — — — — — — — — SHEET (26)Jinko260P-60 MODULE � . NUMBER: PV SYSTEM SITE PLAN q SCALE: 3/32"= 1'-0" 'No - 0 C N ' - .✓ L Z �i(n 0 w �. \1nU0 U J PLUMBING VENT(S J OMP.SHINGLE HIMNEY. TIE INTO METER# 2572187 e®� v o to ; ti 01 0 N V STRING#2: m N co 13 MODULES g Roof Section 2 C0 Roof Azimuth:166 m — V STRING#1: Roof Tk,24 > M o Roof Section 1 13 MODULES x SKYLIGHT(S)-- Roof Section 3 Zw co Li Roof Azimuth:766 J uJ Z 'aRoof Tilt:45 RoofAzhiuth: � 9Z u~i v~i ¢ ag SHEET NAME: LL O Q d SHEET NUMBER: PV SYSTEM ROOF PLAN N SCALE: 1/8"= 1'-0" > n. CLAMP 0 MOUNTING SEALING, m PV3.0 DETAIL WASHER C 0 LOWER Y # SUPPORT gom tom o� PV MODULES, TYP. MOUNT uyY... ��O0 U OF COMP SHINGLE ROOF, FLASHING PARALLEL TO ROOF PLANE 2 1/2" MIN U k 5/16"0 x 4 1/2" PV ARRAY TYP. ELEVATION _` • MINIMUM TEEL LAG SCREwS NOT TO SCALE TORQUE=13t2 ft-Ibs CLAMP ATTACHMENT NOT TO SCALE cm N_ or" CLAMP+ V ATTACHMENT CANTELEVER U4 OR LESS o= COUPLING L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX'ALLOWABLE N MODULE CLAMP SPACING. g o PERMITTED COUPLING g o? o v CLAMP+ CLAMP CLAMP c°n 6� v ATTACHMENT- z W — COUPLING SPACING PHOTOVOLTAIC MODULE Y z W W z m U W Z U) F- J . z z < o SHEET' NAME: L=PORTRAIT cn CLAMP SPACING j Q ECO 2uj 0 L=LANDSCAPE MODULEIBLE ' PV SYSTEM MOUNTING DETAIL SHEET NUMSER:. CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE o cYi NOT TO SCALE O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of Connection TagDescription Wire Gauge #of Conductors Conduit Type. Conduit Size AC Output Current P gRated 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 6e0.8(B)(1) N NEC 690.35 compliant NominalAcvoltage zaD vons 8 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air conductors rt P 9*opens all ungrounded duct 2 THWN-2 10 AWG 4(V+,V-) PVC 1" THIS PANEL FED BY MULTIPLE SOURCES V o (UTILITY AND SOLAR) M 2 THWN-2-Ground , 8 AWG 1 PVC 1" =D Notes: - SE6000A-US-U Inverter Specs: 3 THWN-2 8AWG 3{1-L1,1-1-2,1-N) PVC 1" �$Nw 3 THWN-2-Ground 8 AWG. 1 PVC 1"'Wire size and breaker calculations dependent upon CEC Efficiency 97.5% Inm a Inverter Continuous Maximum Output rn� AC Operating.Voltage 240V N. -Z Example:SE38000A-US-U Max Output=16A a <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A E rn�z each SE3800A-US-U inverter. Wire Gauge should also DC Maximum Input Current 18A �� - be determined with 16A Max for each inverter. Solar Edge O tinnizer Specs: - ALL CONDUCTORS U f P300 DC Input Power 30OW SHALL-BE COPPER DC Max Input Voltage 8-48V DC Max Input Current 12.5A M Design Conditions: y DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W Highest Monthly 2%DB Design Temp 35.6eC. Module Specs: (� 6 PV MODULES PER INVERTER=6760 WATTS STC ,Lowest Min.Mean Extreme DB -17°C 2 6 PV MG 13.P MODULES VOC Temp coefficient V/°C Jinko260P-60 1 STRING OF 13 PV MODULES' <. Short Circuit Current(Isc) 9.11Ain Open Circuit Voltage(Voc)- 37.8V System Specs: Operating Current(Imp) 4 8.47A Max DC Voltage 500V Operating Voltage(Vmp) 30.7V g Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A �� d P 9 9 9' 1 Max.DC Current per String. 15A STC Rating(Pmax) 260W - 78 - - - - Nominal AC Current 25A Power Tolerance x -0/+3% e e "CONFORMS TO ANSI C12.1-2008 m M -q SOLAREDGE • t �� � - _ a0 SE6000A-US-R INVERTER' Sa"are D#DU222RB m ' BOA240V UNFUSED 200A - NEMA3 > Z W Y e o o SOLAREDGE. OR EQUIVALENT d: Z ul y �r DC SAFETY . j M Z m 1 - M. SWITCH \ e - U .. \� SOLAREDGE 35A P300 OPTIMIZERS • - EXISTING SHEET 240V/200A AC NAME: _ c LOAD-CENTER ! Z ----- -----------_--- msleLE WITH 1-2 POLE 40A � C7 KNIFeac SOLAR BREAKER `� 0 JUNCTION BOX DISCONNECT __ WITH IRREVERSIBLE _ - SHEET GROUND SPLICE •' NUMBER: r W N O c+ c 0 THIS ROOF SECTION'S TILT/AZIMUTH ARE (3) N UNABLE TO PRODUCE MIN 800 SUN HOURS THIS ROOF SECTION NOT USED.USAGE o N w 2 WAS REACHED WITH OTHER SECTIONS. a m In ��Q)c�Z L 1_//rn 6 o . U 0 N O v N. m v 0 n c N Q O 9 N Q m ti l7 T ^ Q cn � U h LU = z � Q 7 Z Y W m x N > W W Z m 0;',..,. F H C SHEET NAME: ROOF SECTION 1 P ROOF SECTION (!) Az.156 Ti:45 Az:166 Ti:24 OOF SECTION 3 Lu Q 10 MODULES @ 1169 SUNHOURS 11 MODULES @ 1196 AZ:166 Ti:45 SUNHOURS 5 MODULES @ 1212 SUNHOURS SHEET NUMBER' 0 USAGE CONSTRAINT �t 98% CUSTOMER USAGE OFFSET a_ 59 Spring Brook 4Ln , Cotuit MA 02635 N JUNCTION BOX ATTACHED TO V a 70'OF V PVC CONDUIT ARRAY USING ECO HARDWARE TO rn FROM JUNCTION BOX TO ELEC PANEL KEEP JUNCTION BOX OFF ROOF S m w cu OD PV SYSTEM SIZE: I I 6.760 kW DC PV INTERCONNECTION POINT, N _ INVERTER;ANSI METER LOCATION, I a I O� LOCKABLE DISCONNECT SWITCH, '" a &UTILITY METER LOCATION ` m �kN 0 0 r. O � •- Q v) m Z - I � Y Z I11 W W Z m J J V Z SHEET NAME: 'C�i lid 1s;rielJ Jfd�VIU V� SHEET .- (26)Jinko260P-60 MODULEL . NUMBER:, PV SYSTEM SITE PLAN q SCALE: 3/32"= V-0" ,� a o . . r N . a Y t- s PLUMBING VENTS f OMP.SHINGLE ' - HIMNEY TIE INTO METER# 2572187 NN or r f f O f � V STRING#2: a, m N 13 MODULES g m o Roof Section 2 a RoofAartwlh:166, z m f \—�V STRING#1: Roof Tilt,24 > g Y Roof Section 1 13 MODULES SKYLIGHT(S Roof Sectlon`3 > Z w Y Roof Azimuth:166 Ra�Azcrwlh:166 w w z co Roof Tilt:45 RoofTIIC 45 ¢ 0 3 SHEET NAME: B (..L Z q 0 I1/ CL SHEET NUMBER: PV SYSTEM ROOF PLAN o N SCALE: 1/8"= V-0" a CLAMP 0 MOUNTING SEALING ai PV3:0 DETAIL w WASHER v m m LOWER �s�d SUPPORT 02 Iwo h PV MODULES, TYP. MOUNT r -�• " . �' 0 cu OF COMP SHINGLE ROOF, ; FLASHING PARALLEL'TO ROOF PLANE i 2 1/2" MIN V z - I 5/16"0 x 4 1/2" �. PV ARRAY TYP. ELEVATION MINIMUM TEEL LMA�SCREwS NOT.TO SCALE TORQUE=13±2 ft-Ibs CLAMP ATTACHMENT tl� NOT TO SCALE J O CLAMP+ ATTACHMENT 0 CANTELEVER U4 OR LESS COUPLING L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT b' -COMPATIBLE LETTER FOR MAX ALLOWABLE MODULE CLAMP SPACING. g o COUPLING z ^ co PERMITTED S °_° o CLAMP+ CLAMP - CLAMP v ATTACHMENT a ~ W — COUPLING SPACING PHOTOVOLTAIC MODULE > j i a r• 7 Z liJ Y - W W Z 07 J J V QZ N (n Q C ` m SHEET NAME: L=PORTRAIT I- cn CLAMP SPACING j Q O UJ ECO g 0 4 ,\- COMPATIBLE SHEET L=LANDSCAPE LAN SPACING MODULE PV SYSTEM MOUNTING DETAIL NUMBER: CLAMPo MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE c i NOT TO SCALE a O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of connection TagDescription Wire Gauge #of Conductors Conduit Type Conduit Size AC Output current P g yP Rated for max operating condition of inverter Accoding to NBC 31.25 Amps 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air 690.8(B)(1) R NEC 690.35 compliant Nominal AC voltage zao 'vats g 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air *opens all ungrounded Conductors THIS PANEL FED 8Y MULTIPLE SOURCES U o 2 THWN-2 10 AWG 4(V+,V-) PVC 1" 2 THWN-2-Ground 8AWG• 1 C PVC 1" (UTILITY AND SOLAR) C 3 THWN-2 8 AWG 3(1-1-1,1-L2,1-N) PVC 1" Notes: SE6000A-US-U Inverter Specs: oNw 3 THWN-2-Ground B AWG 1 PVC 1" Wlre size and breaker Calculations dependent upon CEC Efficiency 97.5% U)m a L _, •_ 'Inverter Continuous Maximum Output - AC Operating Voltage 240V ` Example:SE38000A-US-0 Max Output=16A a" * <20A. Therefore a 20A solar breaker will be needed for ,Continuous Max Output 25A A 33,i each SE380OA-US-U inverter.Wire Gauge should also DC Maximum Input Current 18A 0 j be determined with 16A Max for each inverter. Solar Edge Optimizer Specs: ALL CONDUCTORS U • P300 DC Input Power 300W DC Max Input Voltage 8-48V . P 9 SHALL BE COPPER . DC Max Input Current 12.5A _ Design Conditions: gM x rr Current 1 A DC a Output Cue 5 r P Max String Rating 250W a S l a 5 a-� ASHRAE 2013• °' 9 9 Highest Monthly 2%DB Design Temp 35.6°c. Module Specs: INVERTER=6760 WATTS TC Lowest Min.Mean Extreme DB -17°C- 26 PV MODULES PERS Jinko260P-60 1 STRING OF 13 PV MODULES VOC Temp coefficient V/°C x Q Short Circuit Current(Isc) 9.11A 1 STRING OF 13 PV MODULES F , System S Open Circuit Voltage(Voc) 37.8V Specs: ° y p Operating Current(Imp) 8.47A Max DC Voltage 500V Operating Voltage(Vmp), 30.7V g 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% J Y s • CONFORMS TO ANSI C12 1 008 4 ry .. L1 L2 N ° ° ,, 3 2 V ,2 E GSOLARED+ INVERTER• - F ul U _ Square D#DU222RB - Z m + - 60A/240V UNFUSED 200A _ NEMA3 S Z ul Y o o SOLAREDGE OR EOUIVALENT Ix M N j; + �v' SAFETY - - -t u, Lu Z [0 M SWITCH Lu 3 SOLAREDGE 35A 2 Z p P300 OPTIMIZERS _ EXISTING SHEET 240V/200A AC NAME:LU g —. -------- ---- —--=---- — G LOAD-CENTER z VISIBLE WITH 1-2 POLE 40A J C7 LOCKABLEKNI SOLAR BREAKER � JUNCTION BOX �. DISCONNECT _ _ WITH IRREVERSIBLE — SHEET GROUND SPLICE NUMBER: • 0 Lu N O O U o c M THIS ROOF SECTION'S TILT/AZIMUTH ARE Q)c,N UNABLE TO PRODUCE MIN 800 SUN HOURS J THIS ROOF SECTION NOT USED.USAGE -g w WAS REACHED WITH OTHER SECTIONS.m o 1 m D S .Z n6z LLN p2 ^�U 0 I-16-alk LU 00 N -t�� O ls�l` o - a �i 0 c0 J m O oQ 2 Y€� W' N >re. n W W Z Z -0:-, G- � � W I U) U) U Q � J cr Z Z ¢ o SHEET NAME: ROOF SECTION ROOF SECTION Az:166 Ti:45 Az:166 Ti:24 �SECTION W 0 10 MODULES @ 1169 SUNHOURS 11 MODULES @ 1196 Az:166 Ti:45 SUNHOURS 5 MODULES @ 1212 SUNHOURS SHEET NUMBER O USAGE CONSTRAINT 98% CUSTOMER USAGE OFFSET EcolibriumSolar Customer Info Name: 4782309 Email: Phone: Project Info 4 Identifier: 63061 Street Address Line 1: 59 Spring Brook Ln ' Street Address Line 2: City: Cotuit ' State: MA Zip: 02635 Country: United States 4 System Info ; Module Manufacturer: Jinko Solar Module Model: JKM260P-601 Module Quantity: 26 Array Size (DC watts): 6760.0 Mounting System Manufacturer: Ecolibrium Solar. Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE6000A-US (240V) Project Design Variables " Module Weight: 41.9 Ibs Module Length: 65.0 in Module Width: 39.0 in Basic Wind Speed: 100.0 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 Ibf ' EcoX Design Load-Lateral: 233 Ibf P Module Design Moment_Upward: 3655 in-lb - Module Design Moment—Downward:3655 in-lb Effective Wind Area: 20 ft2 . n Min Nominal Framing Depth: 2.5 in ,• Min Top Chord Specific Gravity: 0.42 - EcolibriumSolar Plane Calculations (ASCrE 7-10): 1 z Roof Shape: Gable r -, 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: 20.0 ft Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description s Interior Edge,. Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.46 0.46' 0.46 Roof Snow Load 15.5 15.5 15.5 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 15.5 15:5 15.5 psf Downslope: Load Combination 3 9.4 9.4 9.4 psf Down: Load Combination 3 9.4 9.4 9.4 psf Down:Load Combination 5 13.9 13.9 13.9 psf Down: Load Combination 6a 16.6 16.6 16.6 psf Up: Load Combination 7 -12.0 -14.3 -14.3 psf Down Max > ! 16.6 = 16.6 16.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments -80.5 80.5 80.5 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 26.8 26.8 . 26.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 62.4 62.4 62.4 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 20.8 20.8 2018 in EcolibriumSolar Layout , .. Skirt o Coupling Not 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. , O Clamp -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: 10 Weight of Modules: 419 Ibs _ 4 Weight of Mounting System: 106 Ibs Total Plane Weight: 525 Ibs Total Plane Array Area: 176 ft2 Distributed Weight: 2.98 psf Number of Attachments: 53 ,. Weight per Attachment Point: 10 Ibs " EcolibriumSolar Plane Calculations.(ASCE 7-10): 2. Roof Shape: Gable 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: 20.0 ft Roof Slope: 24.0 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 - 0.84 0.84 0.84 Roof Snow Load 28.2 1 28.2 28.2 1 psf Wind Pressure Calculations c 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 28.2 28.2 28.2 psf Downslope: Load.Combination 3 11.5 11.5 11.5 psf Down: Load Combination 3 25.1 25.7 25.7 psf Down:Load Combination 5 11.8 .' 11.8 11.8 psf r Down:Load Combination 6a 27.0 27.0. 27.0• psf Up: Load Combination 7 -10.9 18.8.' -28.9 psf Down Max 27.0 27.0- 27.0 psf Spacing Results(Landscape) Description Interior Edge 'Corner Unit Max Allowable Spacing Between Attachments 63.2 63.2 61.1 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 21.1 r2l. 20.4 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 48.9 48.9 47.4 in ' Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 16.3 16.3 55.8 in EcolibriumSolar Layout Skirt c 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. O Clamp Warning: PV.Modules may need to be shifted with respect to roof trusses to comply with Q Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 11 { Weight of Modules:461 Ibs - Weight of Mounting System: 106 lbs Total Plane Weight: 567 Ibs Total Plane Array Area: 194 ft2 Distributed Weight: 2.93 psf - Number of Attachments: 53 Weight per Attachment Point: 11 Ibs ` i F • • r EcolibriumSolar Plane Calculations(ASCE 7-10):.3 Roof Shape: Gable 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: 20.0 ft Roof Slope: 45.0 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 0.46 0.46 0.46 Roof Snow Load _ 15.5 15.5 15.5 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 15.5 15.5 15.5- psf Downslope: Load Combination 3 9.4 9.4 9.4 psf Down:Load Combination 3 9.4 9.4 9.4 psf Down:Load Combination 5 13.9 13.9 13.9 psf Down:Load Combination 6a 16.6 16.6 16.6- psf Up: Load Combination 7 -12.0 -14.3 -14:3 psf Down Max 16.6 16.6 16.6 psf Spacing Results(Landscape) Description. Interior Edge Corner Unit Max Allowable Spacing Between Attachments 80.5 80.5 80.5• in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 8.0.0 80.0 -in Max Cantilever from Attachment to Perimeter of PV Array 26.8 26.8 26.8 in Spacing Results(Portrait) z Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments • 62.4 62.4 62.4 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 20.8 1 20.8 1 20.8 in, ' EcolibriumSolar Layout T y - .. P 4 Skirt r o 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.; O Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Q Bonding Jumper maximum allowable overhang. EcofibriumSoiar Roof Weights . In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 5 Weight of Modules: 210 Ibs Weight of Mounting System: 106 Ibs Total Plane Weight: 316 Ibs ; Total Plane Array Area: 88 ft2 Distributed Weight: 3.58 psf Number of Attachments: 53 Weight per Attachment Point: 6 Ibs e P r EcolibriumSolar ' I 4 • Bill Of Materials Part Name Quantity. ECO-001_101 EcoX Clamp Assembly 53 . ECO-001_102 EcoX Coupling Assembly 29 ECO-001_105B EcoX Landscape Skirt Kit 7 ECO-001 105A EcoX Portrait Skirt Kit 3 ECO-001_103 EcoX Composition Attachment.Kit 53 ECO-001_116 EcoX Flat-Tile Flashing 0 a ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 R ECO-001_363 EcoX Lower Support-Tile 0 ECO-001_109 EcoX Electrical Assembly(optional) 3 ECO-001_106 -EcoX Bonding Jumper Assembly 9 ECO-001_104 EcoX Inverter Bracket Assembly 0 ECO-001_338 EcoX Connector Bracket 0 ECO_001-359 EcoX Lower,Support-Low.Slope 0 . 7 r:,�artrk � .1vlassachuset is .cif Aletal -Per L Date: 5 PeI'It1Il Estimated iob Cost: S 00o aFRESS PERM ennitFee: S p .. Plans Suba fitted: YES NO ✓ JUN 17 2015pians Rceviewed: YES NO 1��0 TOWN OF �A ! T� �- °� l Business Lic-ense �1� 3usiness In onnation: Pro;),.rty Owner i job Location Infor�,ation: 1\ame: Vern c',k 1,0 1'c LL,',-I-i-;�, Name: S r._ r. c� e) loll ( L O 0'I1l 5qS hr6 City/Toivn: �. C��Q.1�lLQ �`�1 City/To-Wn: i e:Ie phone: 509- C/g5.- 1 l0 c� a PilotO i.�.?"e �lilr�d/C07�'O-PLOtO 1.I]. n�i?ci7ed: E5 yl Nfl -- =,µ,_me P'•i'D J-1 �resTLr cted license .LG;1 to L`.'r lli - �j i 1�) 7 i ) --ro _s S -S�Ca 0-less �C-CO=� - C_ _L7 t0 _G;GC G sq. L. oS Or esi 1ent1al: _-7 a-,i].�r .✓ itilti �_i'•1 Co,-iao i o.. hog..=s O Co1`7i me-rcial: 0Llc�= PAC.=i! ';�5_ cl Ent_ ctiGIl t ZE Lastirtl io_n l Ou,cr _ Souare�ootaVe: ur_der I O 000 sq �: � over 10,000 sq NLnber oc Stores: Sheet neial work to be complelted: Neer bar ors_: � �enov at-io 00 ri Y'A i/ 1, %el 4"r 3icr�l cC1��Q Jllr a W �fctal Cl li .c �.ti cntS ii'Balancin ProvI deiaiied description of,.work Lobe a ru Y a INSURRANCE COVERAGE: , Fl or its equivalent vJhich meat_the: requirements of PrLG L.Ch.11 Yes !, hG 1 have a current liability insurance p�lic� y' If you have checked Yes, indicate the type of coileraae�by checking the appropriate box bclGsv: .,. L l A liability insuranc policy J Other type of indemnii� I i Bond I e insurance coverage required by Chapter 11=of; the OWNER'S ISURANCCEVVAIVER: I am aware that the licensee does_not have th tI application waives this requirement. Nas53ChllSerS Genera! L aL`Js, and that my Slgna!��ie On tn15✓'�2=1- i Check One Only j ! Owner ( Agent I i S lgnfi t!!re Oi C)wncr or O•vViiers,--,'O�.iii his Ca ding By checlinD this bc:IJ; (haraby certify that all of the details and in ormaticn 1 have submitta dlundzrrtha De:Ttir issued`D this application L!i l be accurate to tha best o.my knowiedge and that aall sheet metal.fork anff installations D.ior,T - ,. in como!ianca with all pe timent crovision o the F9a_ssa_hcse.'s Building Code and Cha_ptar 112 D tie General Laws. Lila-ion instailation- ' YES NO Duct inspection required prior to ins Pro2raSs Ins-Pectior:S Datr. Final InsnectiNi - - - - - - -0077rii-1L i Type Of L IGense. i I — �,. - -- I ��'`- I '•��UJ l� �, f / � III i ilia I I Ala -ter-, �s�i"ia_ city;i own. [iJGurn=;pecan I Signature of 1Ucens Ali— [J:�.1iil �r „ii Ra � ett: I rsG! -,1.. 1 ! j j ' � I Inspector Signature of?e„—:.it Approval `So ►ru o:C.Barn—stable �� x'horn�s.i�. Getic;,.Dizec:lor , , '13 ail.din g Division - Tom Perry,Bt?ildinv'C:omrnisAoucr- 200 YLaimSfxcct Ii✓zn us_IvUk 0.2601 ofcc: 508-862-4-038 Fax- 508-79M230 _ Propt.rLy� OY,��*icri��Y st Czomplete and Szgn Th is Section if Usiag _B-Li7jdp-r Ovm o1 di" subjeCt.property, to as on urj Behalf, JI aLtters reL�t7ve.to ,.rk.aT�`1:o�1 A by 1i `� ,' �, pplicaiion for LPL L!iGlr= Per IL1 �n -Ttss of phi ti �1II8 L�I1 Dt P. Z P7-o�'elt-L(jvg cr is applyingfor e: 1� t pl.case complete fhc *. Hozmeovm-e s Lrcer�se E :Rz�xp i.on 1 o.�cx OTI she wise side. q:FO PWs:O WNFExr er,-M Ml i ti A6® CERTIFICATE OF LIABILITY INSURANCE E o9724.2o1a 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 he 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 NAME: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 (A)C.No Exit: ac Not: SOUTH DENNIS,MA 02660 E-MAIL q. INSURERS)AFFORDING COVERAGE NAIC B INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURER D: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR SUB POLICY NUh1BER MNVD POLIPOLICY Mo l DYrYYYY EX LIMITS LTR INSft WVD GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea orcurranco S CLAII,IS-MADE❑ OCCUR MED EXP(Anny one person) S PERSONAL A ADV INJURY $ GENERALAGGRE- E S GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COAIPlCP AGG S PRO- S POLICY JECT LOG AUTOMOBILE LIABILITY OMBINED SINGLE LL`AIT S n a¢r en! ANY AUTO BODILY INJURY(Per person) S AU OS SCHEDULED S AUTOS AUTOS BODILY INJURY(Per accident) HIRED AUTOS NON-OWNED PeOOPER Y MAAGE S AUTOS S -- —UMSREL[ALIAg -OCCUR— EACH-OCCURRENCE -S EXCESS LIAB CLAIMS„tAOE AGGREGATE S IDED1 IRETENTIONS S WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y IN TORY LIMITS I ER ANY PROPRIETOR,'PARTNERIEXECUTPJF— �JN] .�j500,000 OFFICERMEMBER EXCLUDED? I NIA 6S62UB 10-01-2014 10-01-2015 E.L.EACH ACCIDENT (Mandatory In NH) 99721-664 E.L.DISEASE-EA EMPLOYEE $500,000 If yes,deserbe undor DESCRIPTION OF OPERA710NS belay E.L.DISEASE•POLICY LIMIT 1$500,000 I I I T I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE JOHN J.LUPICA,President ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD FDid.Tnen Detach P.iong Ali Fenorations ;:COtV9P�lONWEALTH OF MASSACHUSETT:S BOARD EET METAL WORKERS SM SHAS A:BUSINESS ISSUES THE ABOVE "LICENSE TO: TYPE ERIC T. WH..I:TELE"Y W'_±VERN"ON: -WHITELE"Y PLBG -B 2:8 VILLAGE LAND"ING P0: SO:X'.'1266 �. 4J `CHATHAM P1A; 02669,-000 292629 1& 12/22/14 2.92629i Fold,-Then Detach Along Ali Per'tore � COMP�QNWEALTHOF MASSAGHUSETTS w. BOARD OF SHEET METAL WORKERS � tSSUE�:�THE FOLL04, 1�16 L_KCENSEx� a ` :. ' � AS A MASTER UNRESTRICTED # ERIC rT WHfTECEY !�- '. h 4Po;Bax 248 w'EST CNATHAr�1� 11A .'02669-02J+8 tit z967 oz/28/t6 " ' r8o5t2 ASSACHT�SETTS DRIITER'S = �i� �.� LICENSE o i .,.> - b C�z` SEX Pik 1 '06 _—ter, -•. - Ms.1 x r _ zEt3'CT:1 a1III 1MAINST NI CHATHAhi h1A 02669 � —� �. >DDai-o3ahsa�o7 i"i000 The Commonwealth of Massachusetts Department of Industrial Accidents d I Congress Street, Suite 100 Boston,MA 02114-2017 ,M www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNIITTING AUTHORITY. Applicant Information Please Print LeEibly Name (Business/Organization/Individual):-\��Q Address: City/State/Zip-.\I-�, -�c> �c�c�_�\�\ O z��r1 Phone#: 9 o-,Z) Are you an employer?Check the appropriate box: Type of project(required): 1.14 I am a employer with b 3 employees(full and/or part-time).* 7. New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] IF I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. I wil I 10 ❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. Plumbing repairs or additions 5.Q I am a general contractor and I have hired the 12.sub-contractors listed on the attached sheet. 1 .❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 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 of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �rc�t�lLq� Sy.( Gn(9L COr^p Unk Policy#or Self-ins.Lic.#:q A a L bb� — I Expiration Date: `O I. I Job Site Address: \--aV, i- o is i r\ /&'hWk4ity/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert%04mder the pains and penalties o�p jury that the information provided above is true and correct. r--_ 5 r$ 15 Signature: v Date: Phone#: �5-bs� 9 Ll 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#: I - 1 Fold men + ' Along All Perforations , 7t11ICww t,•�::„y;:'w.as irc f�. ,�:n:t� '1%�: =;7;:";��if:;,�+J�,:. .ti:4 r,atib f :;Ly,:��./r�� y,�'�1;.�, �;��.y::•�.::?�:.3,�;t;� :1.;��'"h'� ;lEga�:;;�,.L�ic`a'.:,�,•' y '" .far G•�iS`. � '•.''�. i �. �,P Y.;�'� n,. ,,,;,;,f,., '-:iy��.a�,v.f 'P�,,u:�i�.•',•u,Ji�:.i'./W:i•-�i - ti y N �': Sub r�,T•.•,rf'�Ce� ` 5 ;`•T,FS.=4 <<�>',+�y": LRI �.:�.na i..i1�y,;,. :,�'°��'"!' ;.M..;� CY, "�'�'��itii"�.�'.f.f t y �Vj•' -- '•Lf M;'i� +t ...��'1.e•"ro-••:I:.YI•r:eop��"f,•'R�d�p1A WA ►,o�.�q '�:y:{?%i;a".`r�;•:'?Lf�it�'.�' .'''`W �.' - '�S.' f.�jk',-rsr;�.•f.S•`•�La:5 l';Y'tV,s'. a�N,:r •�! :;'r#:�:�#:�;�E�a..�g•d`"E:o-4: :-�!"� ,3.' �/::,`l:i�,�7''s 'h. ,i*1+•: i i , i f t i e I , i 1 �• _ 1 Z0/Z0 3Jt1d SW-1d A3-131IHM 6b555b68OS 96:90 9i0Z/01/50 VVVERMON-01 DPEARSE [__DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 9126/2014 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 BYTHE 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-NAME: ONTACTNAME; Rogers&Gray Insurance Agency,Inc. PHONE FA CX No:(877)816-2156 434 Rte 134 -(AfC._ o,�t)— South Dennis,MA 02660 AD RIESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:ARBELLA PROTECTION 41360 INSURED INSURER B: W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. INSURER D: P.0.Box 1266 West Chatham,MA 02669-1266 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOWHAVE 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. L�INSR TYPE OF INSURANCE -ADDL SUER POLICY EFF POLICY EXP LIMITS lr N POLICY NUMBER MMIDDIYYYY rdMIDDIYYY - A X COP MERCIAL GENERAL LIABILITY EACH OCCURRENCE I S 1,000,000 CLAIFdS-MADE OCCUR 8500052832 10/01/2014 10l0112015 ptA2EMISEs Eaocamence $ 100,000 ( MED EXP(Any cre person) S 10,00 PERSONAL&ADV INJURY S 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 21000,000 X I POLICY IECT LOC I PRODUCTS-COf.APIOP AGG I S 2,000,000 + S r I OTHER: AUTOMOBILE LIABILITY - (EOasclatleDt)INGLELINIT $ 1,000,000 A ANYAUTO 1020006346 10/01/2014 10/01/2015 BODILY INJURY(Par person) S ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS X HIRED AUTOS X NON-OWNED Parr.,RddenDAMAGE S AUTOS 5 X UMSRELLALIAB OCCUR EACH OCCURRENCE. IS 4,0DO,OOD A EXCESS UAB CLAIMS-MACE 4600052833 10/01/2014 10/01/2015 AGGREGATE s 4,000,000 — DE TX_ RETENTIONS 10, WORKERS COMPENSATION STATUTE I OH AND EMPLOA<ERS'QABILITY YIN = ANY PROPRIET6F l ARTN " _CUTfVE EL EACH ACCIDENT 5 OFFICERIMEV,BEREXCLUD ?""--,., ,I (Mandatory In NH) � _f)s �' E.L.DISEASE-EA EMPLOYE S If es,describe ur:der DESCRIPTION OF OPERATIONS below ssS' z E.L.DISEASE-POLICY UMIT S DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached It more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer_of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation -Workers Compensation Certificate for Policy f16S62UB9972L66413 has been requested from ACE Insurance Company and will be Forwarded Directly by ACE -This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy Period 101112014 to 10/1/2015 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Town of Barnstable Building Department - 200 Main Street EARNff"LE. * Hyannis, MA 02601 b ,�' (508) 862-4038 RFD MA'S A . r ifi of OccupancyCe t cats Application Number: 201501361 CO Number: .20150176 Parcel ID: 002002098 CO Issue Date: 08/07/15 Location: 59 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT- Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: al-77!,>� Bui ing Department Signature Date Signed �VIE� TOWN OF BARNSTABLE Building 201501361 BARNSTABLE, Issue Date: 04/02/15 Permit MASS. 9� i639•" ��� Applicant: BAYSIDE BUILDING,INC Ar f0 MAC A Permit Number: B 20150659 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/30/15 Location 59 SPRING'SROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002098 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$' 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks �' ' APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 FULL AND IHALF BATH CAPE S YLtHIS CARD MUST BE KEPT POSTED UNTIL FINAL HOME WITH AN ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH ! Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEI EN'MADE. CENTERVILLE,MA 02632 'Application Entered by: JL Building Permit Issued By: THIS'PERMIT CONVEYS:NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,'EITHER PORARILY R' E ENCROACHMENTS ONPUBLIC.PROPERTY}NO -SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;"MUST BE-APPROVED BY THE JURISDIC,TION: STREEToR,ALL EY.'GRADES A"WE AS DEPTH AND LOCATION OFP BLIC SEWERS MAYBE' OBTAINED FROM THE;DEPARTMENT OF PUBLIC WORKS',THE ISSUANCE OF.THIS PERMIT:DOES NOTRELEASE',THE APPLICANT FROM:THE CONDITIONSOFANY APPLICABLE SUBDIVISION "RESTRICTIONS .'•'� - MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ' k 1.FOUNDATION OR FOOTING S. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.'._ - PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 12 ANN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 ,Q —ci`�—s� r�� ri 1EIC�t✓ Did S�oZo?�!S' lf�- 2 pj 5%A INAL�_515wp - S[zyjIs ? o/� 2 3 aiii dim ��-7)1 SA4< 1 Heating Inspection Approvals Q Engineering Dept Fire Dept C�Q 2 �/ e ,0/T- —� ��/�.��� Board of Heal l f5 aAP V5 r 'fL,�1 - � ... i '�, l Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 59 Spring Brook Lane 888-503-2233 08/05/2015 Cotuit, MA 02635 Andrew Popielarski Rating No:14514 Rater ID:5363711 Weather:Barnstable,MA Builder Spring Brook Lane 59 Lot 98 Bayside Builders Spring Brook 59-Lot 98 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.15 0.11 ACH @ 50 Pascals 2.42 2.42 CFM @ 25 Pascals 544 544' CFM @ 50 Pascals 854 854 Eff. Leakage Area (sq.in) 46.9 46.9 Specific Leakage Area 0.00015 0.00015 ELA/100 sf shell(sq.in) 0.84 0.84 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 50 CFM25 /CFMfan 0.0251 CFM25 /CFA 0.0237 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 78 Eff. Leakage Area (sq.in) 4.31 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0237 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 62 Hours/Day 20.0 Fan Watts 23.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 51 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively, an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 102 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. HOME PERFORMANCE HERS" deMore Energy ENERGY WITH MASS NEW Existing 1 30 RAT I N G Homes HOMES REBATE Standard f120 100 CERTIFICATE New Home 90 _ .. 80 I 7o 9 60 This Home 50 58 40 ,:.:. 30. 20 Zero.Energy 10 Home 0 Less,Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 2000- 1,201 T _ 1500 , 60.0 - — T � 400 — - -- 410 1000 - -- - m . 500 0 ,-- -- � -- — — --- 1 _Z11 0.0 on on on a 0� on on on a �+ C C C a .0 on y C C C a U yC. G Q rc O +� Q io O v 0 a�i o s ~ aroi o v Lb ~ u u o _ _ > = u = > L V L +Uon 0 on 0 Ln > Address 59 Spring Brook Lane Annual Estimates* Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 7709 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 544 180 State Road Suite 2 upper Cond. Area 2107 sq. ft. CO2 emissions(Tons): 8 Certified Rater Andrew Popielarski Rating No. 14514 Annual Savings**: $1484 Rater ID 5363711 Issue Date August 06, 2015 Registry ID 754603857 Certification Verified * Based on standard operating conditions Rating Date 08/05/2015 ** Based on a HERS 130 Index Home Signature REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. stry ID Home EnergyRatingCertificate Regiumber 14514 857 Rating Number 14514 Certified Energy Rater Andrew Popielarski 59 Spring Brook Lane Rating Date 08/05/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders i -- r Estimated Annual.Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 41.7 $445 23% Confirmed HERS Index: 58 Cooling 3.4 $198 10% Efficient Home Comparison: 42% Better Hot Water 12.5 $88 4% Lights/Appliances 23.1 $1201 61% General'Information,._ Photovolta;cs o.o $ o o% Conditioned Area 2107 sq. ft. House Type Single-family detached Service Charges $37 2% Conditioned Volume 21161 cubic ft. Foundation Unconditioned basement Total 80.7 $1969 100% Bedrooms 3 Crltel"1a Mechanical Systems features�m ' _ This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas., 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 62 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-45.1 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 854 Clg: 854 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method. Blower door test 180 State Road Suite 2 upper Lights_and'Appliance Features -_ sagamore Beach, Ma. 888-503-2233 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr). 717.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. ©.1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. JOB SITE (6W,1,MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BFACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BAIT INSULATION Exterior walls; Type: Manufacturer-.ffWeNsC i R-Value:-?j ` Exterior walls (other)-13A-No-1rVs-1 Type:CL—ap C_ .�a�p,yk�Manufacturerl r R-Value:?-_L Interior Walls/Stairwell; Type: Manufacturer: R-Value: Basement eiling; Type: ------Manufacturer: dWeNi` '���'% R-Value: 30 Flat Ceilings: Type: Manufacturer: R-Value: Sloped Ceilings: Type: Manufacturer; R-Value: BLOWN INSULATION(FIBERGLASS OR CELLULOSE) 7t Ce-, I E*tei V09� : Type: Manufacturer: a-wU,.cl 14 �—•— Installed thickness: �� Settled Thickness: /�_Settled R-Value:'�9 Ins ailed density: r Coverage Area; Number of Bags: Y-0 Flat Ceilings: Type: Manufacturer: Installed thickness:_ Settled Thickness:_;Settled R-Value; Installed density: Coverage Area: Number of Bags: Sloped Type: Manufacturer: Installed thickness: Settled Thickness: �Settled R-Value: Installed density: Coverage Area: Number of Bags: By:_ Dater j� For MAP Installed Building Produ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O�Z Parcel ��� ��� ,f c? 0 ' 0 0D I Health Division ,- I L,Da�9.1lspud Z// , Conservation DivisionriL Application Fee Planning Dept. ' I ��Coo . : � .0 mit Fee 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �_ 14 Village I l� Owner t 64 Address �— —�—T— Telephone — d Permit Request `� ti* tj Square feet: 1 st floor: existing proposed ��' 2nd floor: existingproposed 41:�:_Total new Zoning District 1^F" Flood Plain Groundwater Overlay _ Project Valuation I" Construction Type �"� Lot Size r2, 2"T Grandfathered: ❑Yes ,411 No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes C_No On Old King's Highway: ❑Yes No Basement Type: �X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft:j Basement Unfinished Area (sq.ft) /Y30 Number of Baths: Full: existing new _— Half: existing new .4 Number of Bedrooms: existing Snew Total Room Count (not including baths): existing new First Floor Room Count �( Heat Type and Fuel: 6gGas ❑ Oil ❑ Electric ❑Other Central Air: 4 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: Z�l x ZN Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I1-No If yes, site plan review# Current Use �a-2 a► �,c�� Proposed Use i _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number —1? ^ 1 y`i Address . _ License#_ f�OS(a ttS-- �..� Ck �1 Home Improvement Contractor# Email W11 Worker's Compensation # oo7z?y- O(OZ3 ALL CONSTRUCTION Da[Da[S RESULTING ROM THIS PROJECT WILL BE TAKEN TO tr2 l�� SIGNATURE DATE 2( I%1 1� FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - r �110 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I A ~ FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I , G JOB SHEET NO. OF TAYLOR DESIGN L.LC CALCULATED BY DATE CHECKED BY �S ro l"t SCALE .. AA r a.B 5/4CK,SJSF�r"lS �:J.�r1E i�1C7► .T� � . .... ... ... j .. .. f K f_vv. ..... .. ... . . ........ C ... . ........ ..... � .... G tS-cc, .4v70�7.... ... z Ft cl ped- .. : _ .. ..: .. _. z 3 ......... .. .. . Z --. . .1.OPZ/ . ............. _. .... .... .... 1.0c ._c. tr, lac w�.�-fit- 5 cS to 7 r.... / // _ _.. Y,4f � Ge' =-..2.. �— 4t3 P _off _.. ..... .... t- JOB .0 Ili SHEET NO. OF TAYIOR DESIGN uc CALCULATED BY— ��r DATE CHECKED BY DATE T dc'r� C d7e'sa l T SCALE ..... rvc7..IQ..+ ... r�. - ... .. . . ... .... ................. ..._ ............... ...... = ►.kS�iv_ ..: 2t► ........ ..... _ °t ............... ......., .. .. �c.....�'L. aCi ��11 fed Z ...r 3�.[`tN► .... ....._.. , d fi CA+.+N, .. -'R-ra.+r� .... Z�y— Src. �'J o�t�s ....... ... .... So co �P�-FQrK ..... ... �o 2'.. .... K S �.... .. 17, .. . ...... PHMIIrT 911411SMudP.Shmlc1 X&I IPad&.M � JOB ..��y SHEET NO. � OF �� y TAYLOR DESIGN CALCULATED BY Cy / DATE CHECKED BY DATE cl SCALE _. ........... ............ lip l Q.9T ' Q'R. �`�'fz�,.�► t.r G, . .... .. . o .. — 3 �l ' _ � . . a .Z a. � x 4. vt,5 ... .C3cs- v3 perld .. ... ..._ yo o r. yy �[i.... r.. .. 9 d,4 ap4. .. .. .. .. . .... . ..... .... .. f .. gyp ` . 3Tc.CZ. a-t0 C.ao.o ROOF T U�12p�� tZ. . . ......................�`� Z .. 3-'tCtzPs tz , � pw) 77 `■1v' 5 ...... - - ...... ..... ... .. ... .. ... .- /�-'TT..AC . . I a� ..L.T3 t -(zoo lEc .. 00p . ._ ArT ............ - off... 3 0�87 c� �•. • Z: FIMET Town of Barnstable. O �L + Reg Y ulato Services p$Wss. Thomas F.Geller,Director 4'�°lfn►r��k'� Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ry ww.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 50B--790-6230 PropeA7 O�,Jner Must Complete and Sign This Section if Using ABuilder I, A061Cq-- - , ds Owner of the subject property herby authorize _ f U l to act on my behalf, •in all matters relative to.work authorized by this Mdin:g permit application for; . (Addre of job) Signa f Owner Date �R/AIU T. ��-� �O Print Name QKRN4S:OYNI R EMISSION a I?epartinent ofIndustrial Accidents Office oflnvestigadons 600 Mashingtarz,Street Bosta7;MA 02111 - o •pro°v`' 1 1 �m mass govId a Workers' Compensation Insurance A.ffidaidt: B Pdirs/Contra.etors/Eteetricians/P umbers Applicant Information Please Print Le i Name (Business/orgmization/Lcdi-vidual): V`6h,-t- r Address: R, . &Wc CK City/State/Zip: A1fr4 WaF AIA 6US --tz, Phone#: '��� „'. �a yo Are you an employer?Check the-Appr6prilate .• Type of project(regdred): 1.❑ I an a employer with 4. ff I am a generral contractor and I 6. ew construction . employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attw.ched sheet ❑Remodeling ship and have no employees These sub-contractors have Demolition -vmrking for me in any capacity. workers' comp.insurance. 9. ❑Building addition [140-Vmrkers' comp.insurance 5. ❑ due are a corporation and its required.] officers have exercised their 10.❑Electdcalrepairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself NO workers comp. G. 152,§1(4),and we have no 12:❑Roof repairs insurance required.]i employees.-[No workers' 13.0 Other comp.insurance required.] *Any applicant that checks boi#1 must also fll out the section below showing their workers'compensation policy information: t Homeovmers wbo.submit This affidavit indicating they are doing all work and then hire outside•contractors must submit a new affidavit indicating such. $Contractors that check This box must attached an additional sheet showing the name of the sub-coutrahtors and their wprkers7 comp.policy information. I am an employer that is providing workers'canTensadon in-vurance for fray employees Beloiv is the.'u-01 cy and job site rt,farrrzc�iort. ; Lnsurance Company Name: -`� `, co Policy#or Self-ins.Lic.#:_ �l Z 2 - Expiration Date: Job Site Address: ( rjA) � y��t � City/State/Zip: Attach.¢copy of th-e workers' eor pen tio'n pot dy dedaration p'a-ge(showing,the policy number and expiration date). Failure to sense coverage as required order Section.25A of MGL c. 152 can lead to the in-iposition•of.eriminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent, as well as eiv-A p enalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day,against the violator. E advised that-a copy of this statemt nt maybe forRTarded to-the Office of Investigations•of the DIA for insurance coverage verification. I do hereby certify r�radeY the pains grad penalties of per�r�ry idtat Brie irz�or°rrzad�rri pt avided crl�o�}e is tr°ue�rzd Carr°e�t Simatllrf: DAt: r-3 .Phome n Official use anly. Do not Tvr•ire in this area,to be completed by city ar rou-n offrciaL City or Tav�m: Permit tense Y Issuing Atnharity (circle one): I-}hoard of Health 2.Building Department 3. C ty/Tovk-a Clerk 4,Elea-rical In,speeior 5.F1ma-bing lncpedruz 6. ©,thee Contact Person: Phone#: �7Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 w y: BRUN T DACEY, PO BOX95 CENTERVILLE RA 02632 1 Expiration Commissioner 04/19/2016 77777 4' Subcontractor's Insurance 2012 ry4 Y GL`Policy ,GL Policy r WC Policy WC bky 1 �< Sub Contractor _ _ a ; F, r Effective Date Expira it on a Effective Date . Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 .08/20/04 11/20/15 Campbell,William 508 790 3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900. 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508 922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc_ 508-548-1443 01/01/06 05/0.1/13 01/0.1/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc.: 01/22/08 08/27/12: 02/06/07 12/13/15 . Coy's Brook,,Inc: 508-394-8442 04/24/04 04/24/1:3 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 : . 08/14/04 06/01/15 Jeffrey Lauder :: 508-221-1046 12/09/06 04/05/12. DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 . MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/0.5/12 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958: 02/03/08 . : . 02/03/13 02/03/08 12/01/15 1 TempParcelEdit Page 1 of 1 WE I!ePl 64141 yr �� �r� ' A► Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 098 I Street Number: 59 Unit: Dev Lot: LOT 98 Road Name: SPRING BROOK LANE_ . Sec. Road: t T/R: i Villlage: 07 - COtUIt � Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75 (APP 7 62)� Date Added: Updated: plate Delve"ted_' A�dAnotierY lhttn•//;ccnl?/Tntrane.t/Prnnrlata/T(-.mnPnrn.i-TFcJit acnx?TT)=Add 1/16/2008 y��1tS -Foundation Certification in , Barnstable, MA Pre eared For 5.9 S ring Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-087 Barter N Erl` Ineerin CgC Surveying Zone X (unshaded) ® FIRM Community Panel Number 025000 ey1 6539 J g g y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 y Page 158 Phone - (508) 771-7502 Fax — (508)-771=7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1 = 20' 04-06-2015 Job Number: 2005-214 Go Q K LA NE . • Z DROP . SPRING • ' a,151.59 O �p �AD' v LA - 0 .� 24 LOT 99 4. J Cb o m /Aj F EL 66• 6� 14.7t 24 0 2A, o 59 F0uN0P15 ?,.0t)as o ()�I p2I \_0 N 0. 3 LOT 97 LOT 98 16� 5 12,276f S.F. 0.28f ACRES �o a 0. 2 60 29 ro , W OPEN SPACE I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF .00F�" BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS .LOCATED IN RELATION TO y� -"OS,gCy t SHANE G PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN 'A p v► SPECIAL FLOOD HAZARD AREA. M. o MALLOPI y THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. No.48687� 10 SUfiV � T REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE -'J T 0' 'OO BARNS TABLB i off,, DI1 F ISIOl 20!S 3!o ----- ----- -- -- --- - ------ - - - - r.r W .. .. .. Ej ORoa . . m 07 o ao p 0 - 0 0 � � � HUD1 : I A . Now W FRONT ELEVATION DETECTORS REVIEWED SCALE: 1/4" _ -o° SMOKED - m _ NT &EBUIL NG DEPT. DATE -------- - FIRE DEPAR rMENT DATE. .. BOTH SIGNATURES AlE REQUIRED FOR PERMITTING -- - -- -- - - - _---- - z 3 _ w O > - Q D � LU Lu LJL L L w u z SHEET.. I � 1 REAR. ELEVATION SCALE: 1/4" = V-0" J05° 1503 DRAWN BY: KW DATE: 3/Wf�s Q � • W bowl IDE EBI ® FRI W .. R I GILT ELEVATION _ SCALE: 1/4" = 1'-0° Eg W W 30 Q N --F9 FEEQ�� w OL � J U � W W U m cr LLU q $PEET A2 LEFT ELEVATION ----�' 108: 1505 SCALE: 1/4" t`—d" DRAWN$Y= KW' DATE: 3/RlES STEP - 551-0, 32'-2 I/2"— . � q'-8". 16'_y" � —q'-2 1/2"------ - ---- 16'-3n .. 6i_q° 5i_3n 4_5u ..8i_On 8'-2" — o ~ -DEG - m A m w m m % N _ -� POW DER RM o .r .. .. .. DW.'9 -� I .OAK- PED ' DI N 1 N 4A 3/44x46 3�4° I m do MASTER L---J I KITCHEN II BED RM ._ n ° 0 D 5Q ".OAK ---- —————— gp 3p Q L UT5!R 'OUT 2Q x28 7 .. .. {4� V : .. / p ' � W25 w I � ® R F.: w � o _ w (4) AW261 11111 co O in 26 7/8"x28 7/8"' I N FAMILY RM I _4 ( - n �/l 5" 3 10'. - 2 ' . - - - 4x4x 25:T5 2y" .; 'o W W WlOx45 ST EL ABOVE FLUSH D Z m .. k4x.25 TS r— — LIN .: .. w W Fj F.G. I . MASTER s►IowleR m .. .. .. 17. b'.. FIRE 1 - B T T � W1G . -' OPEN TO a o 2-0 LIVING RM VE OAK - :.. — L LITE LU Q L Q OCa GA RAG a o I p .. rJ m W' 3 1/2". T-6 1/2" ll.l $w Z W 24410 °30 1/8x6o Q -31 LLl U A _. ----: A SHEET A3 2'_3" q.�" -6n ql_O°. 2'_3n .5.-O° 6'_g°' 6'_6u FIRST. FLOOR PLAN JOB: 1503 DRAWN BY: KW . 24'-0° 24'-O° SCALE: 1141f = I'-O° DATE: 3/q/15. 24'-4n .. : .. ... 5'_10° 14'_4n - 4,_7nLl N - w . '� 22 L .. - 2Q '� ---- 5' KNEE WALL — OFFICE - 111wqum ---- - - ---- � 2. 4n OAK o- INH 00. a BED RM #2 aHP 2Q 2Q M - : OAK.. 2&�. 2¢ .� i■i , wo iv TW 24410-2 q',5 I/2" 2 60 x 2. 0., m 2 c : MEMO(a)3a0 ___ :. FABO E - BED RM #3 _ N LUSH ABOVE OAK TV BATH #2 I. v 5' KNEE WALL LINEN 2¢ - I� ® �- OB W� — — -- -- -- - rig � M A `a II Fi .CHEEKS ••.I j it j�l ail j lei I I j.�I I lj m . II j I Ij i I' I.'I � I Il I I 111 Q jjl Q . . x LU#td _ III n ill ii �, v I I I ILLI� (Lj I _ 15'_3e 8'-q° 24'-0° jF 24'-0° 16'-O° SHEET SECOND FLOOR PLAN A4 SCALE: 114" 1'-011 J06 1503 DRAWN SY KW DATE: 3/9/15 -----------------------------� .. _� -----'--c®�-----.._0 _.5'_4" 5'_6" 2-2x10 GIRDER i • 6x6 P.T. POST - YYYIII GALV. METAL POST ANCHOR 12" "SONO TUBE"� CONC. PIER i a I r ISM a V MEN o -- -� — — — J IIL--J L ii a...1:, „ .:..3`.. L B"zT-9" CONCRETE WALL .. ... _ MEN 16"x10 CONTINUOUS FOOTING —J I FULL BASEMENT ® �� 1 w 1/2" CONCRETE BARRIER 3 NCRETE SLAB _ w � Q -(pV in - 0 4'-9" - T_0. �'-�" 10'-O° 10'-0° 6'-5° 6'-5° 6'_5 L I } I V. ' Now 1 n . I III � (3) 9 1/2° LVL GIRT _ .. . f _I 15M Bm O PKT L__:-1 L J 1 ;� L- J L _I L _-J PKT 1 .. ..- 3-9 1/2" LVL GIRDER 1 - ' - - 3 1/2" DIA. STEEL COLUMN - .. 36"x36°x12" CONCRETE.PAD 1 �: L 1 - OFFSET. i _t. I iv o ._ OUS FOOTING 1 o .DROP 2" TO ; I _ cv 1 1 B"xT 9° CONCRETE . I m WALL. .. ALIGN - ( - Cd, : 1 Ir."x10" CONTINUOUS 1 ( AT DOOR STUD . I WALLS - - r 7 1 1 I r 24'-6° 1 0 L — — — — — — 1 I ;.1 1 +! 1 2�0 � r — -- ----- - ---- V 1 ALIGN 1 1 o Z 3 1 ' 1 SSTAUD I I v LU � 0 1 1 0 GARAGE 1 I: 's ( 4'' e a wwF� 5 8 EANCWOR 5OLT5 0: Lu#� Q I EMBEDDED 7" o t- O.C.SPACER 32 Q I B°x3'-9" CONCRETE WALL - } I- 1 16"xI0° CONTINUOUS FOOTING 12" FROM CORNERS WASNER5 3"x3"XI14." IY I OUNDATION FLAN ° 1 1 1 ( "SCALE: 1/4 = I'-O" _ 1 I DROP - DROP WALL 1 1 q ( AT DOOR AT DOOR I �_ —� ------y --- — ----� ---- F I ——— 514EET. 9'-6° 2° 9'-b° 2'-O° �}� 24'-0" 151_90 4'_0° 4'_3n 16'-0" j/J1 64'-0• JOB. 1503 DRAWN----------- DATE_3/G/t5. i RIGID WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WAL 0 TOP PLATE °14URRICANE CLIP" FASTENERS AT ALL N RAFTER / TOP.PLATE - - .► w RIDGE VENT RIDGE VENT JUNCTIONS TYP. 2x12 RIDGE. d .. 2x12 RIDGE 12 .: .Z'-.0". BLOCKING-4'-O°O.G-. s.. .. 12 F7 - 2x8 5 @ Ib O.C. _ R-38 INSULATI .. 2x .,� IN FIRST TWO JOIST AND RAFTER - BAYS FROM GABLE WALL .. . .. 85 @ 32 O.G. .�.. � �. ... - : .. M_ W .. . - .. 280# ASP�IALT SHINGLES BED Ri l # - .. - .. OVER 1/2. CDX PLYWOOD .. 12 w 280x ASPtIALT SHINGLES w O UNFINISHED _ ..OVER 5/s CDX PLYWOOD . .. 10 RAFTER @ 16°-OC.. 1.2 .6 STORAGE w.� "HURRICANE CLIP" FASTENERS AT ALL - 2 X 10 RAFTER @ 16° OG - 2� RAFTER / TOP PLATE JUNCTIONS TYP. "HURRICANECLIP" 2x10'5 @ 16° O.C. FASCIA HEIGHT TO MATCH HOUSE _ _ .__ ° - RAFTER / OP ALL .. - RAFTER / TOP PLATE A 2x10's @ Ib OG - - JUNCTIONS TYP. SOFFIT VENT f :- VENTED DRIP EDGE NEW - STEEL BEAM R-21 INSULATION W MASTER N BATH C�1 _, ALLMASTER, : W5 TO BE AN _. S W WINDOWS DERSON-WINDOW 2 GAR GARAGE O m .. _ .. 2x6CEDARe OC w . WHITE SHINGLES OVER .. 1/2° CDX PLYWOOD .. 4" CONCRETE SLAB .. . 1/2 LVL GIRT . .: 8°x46°.CONC. WALLS ? _ _ CATION 10°xl61 CONTINUOUS FOOTING 2 X 6 PRESSURE TREATED SILL R 14 Iq" a ° OVER SILL SEAL v q'-3" 14`_q" o e CONCRETE FOOTING. - - : .. OVER ED SILL 6 2 X b PRE55URE TREAT . 16° X 10° - ER SILL SEAL i - BASEMENT CONC. WALLS 7'-q° X e° VA / POR RETARDER' CONCRETE tu IC60°NX BETE FOOTING OOTIN Ci�OSS. SECT ION A 24' 0 w ocon z SCALE: 114ll = 1'-011 CROSS SEC71ON B N #Q o SCALE: 114" = 1'—O" U V ~ tu O _ w U F- SHEET 146 JOB: 1503 DRAWN BY: KW DATE: 3/q/15 RIDGE VEN 12.. -Ix8 a ar 16 O.G. . - RIGID WIND WASH BARRIER REQUIRED 5 1�2" e0• 12 _ AT EXTERIOR EDGE OF EXTERIOR WAL TOP PLATE - \Os (3) 2x8's �5• . BEARING OPENING Q SIMPSON 142.5 - - FLUSH HDR FASTENERS AT ALL R-35 INSULATION RAFTER / TOP PLATE -"HURRICANE CLIP" JUNCTIONS TYP. - - \ FASTENERS AT ALL \ RAFTER / TOP PLATE \ JUNCTIONS TYP. w O BLOCKING 4-0"O.C. IN FIRST TWO JOIST AND RAFTERS C4' \ � Wy■■ CL L BED HALL BAYS FROM GABLE WALL. 3-6 /A - - -- RM 2W# ASPHALT SHINGLES 7j r r OVER 1/2 CDX PLYWOOD x X I0 2 RAFTER P I6 OG MEN 2x10's P 16" OG - 2x10 s ® Ib OG WIO X 45 STEEL I BEAM r SOFFIT VENT - R-21 INSULATION U. O - - C4 - - .. - ALL WINDOWS TO BE ANDERSON WINDOWS M KITCHEN LIVING m w .. W .•. (3) 1 3/4""x 9 1/2°.LVL GIRT - ~ �. . .. r-OvER �R-30 INSULATION- id� : 2" X 6°'PRESSURE TREATED SILL 'iC" r�SILL SEAL Z BASEMENT CONC. WALLS T 6° X 8° MM AA 4" CONCRETE SLAB -- :: .;. . CONCRETE FOOTING -. - 2x5'S P Ib°.O.C. CROSS SEG710N C. ' SCALE: 114" _ 11-011 oo� ry .. 2x81S P Ib° O.C. .. .. .. 'HURRICANE CLIP' Lu FASTENERS AT ALL RAFTER / TOP PLATE - - Z _ STEEL BEAM. .. JUNCTIONS TYP. w a ... .. .. DINING w SOH N GARAGE U p to u 2xlo's® 16 oc .. ' (3) 13/4" x 9 1/2° LVL GIRT ., P-19 INSULATION .. CONCRETE FOOTING 16" X 9". BASEMENT SHEET CROSS SECS" ION D A7 SCALE: 114" 1'-011 Boa: 1503 DRAWN BY: KW DATE: 3/9fi5. • PON" .�. .. : .. I xOsca nS b O C 2x10's N I Ib"O.G. IIII Q � (2) 9 I/2" WL GIRT w 7T :. .. 71 i61p .. - O m _ w � .. ci N W .. LU x IN IL 1 0 X . .. .. •• SECOND FLOOR FRA1"fl NG FIRST FLOOR FRA1"f I NG SCALE 1%8" _ '11_0'I SCALE: I/811' = 1'-0" . . . . . - - - - - JOINT DESCRIPTION NUMBER of - NUMBER OF NAIL SPACING:. .. _ . - COMMON NAILS Bm NAILS ROOF FRAMING . .. -. - BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd- EACH END.- RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END DORMER WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d -- AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. tu HEADER TO HEADER(FACE NAILED] Ibd : 16d - 24'.O.C.ALONG EDGES V VI FLOOR FRAMING Z''1 3 JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Ed : 4-10d PER JOIST to - ' - BLOCKING TO JOIST(TOE NAILED) 2-5d 2-10d. EACH END. Q 2X12 RIDGE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK co Q Q - LEDGER,STRIP'TO BEAM OR GIRDER(FACE NAILED) 3-1Gd 4-16d EAW JOIST Vl v Q 2x12 RIDGE Wfl(2) Ib" LVL RIDGE JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Ed 3-IOd PER JOIST �(� RAFTERS 2xi0s @ 16" J BAND JOIST TO JOIST(END NAILED) 3-I6d 4-16d PER JOIST Lu BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D '3-16d PER FOOT {JL J J ROOF SHEATHING WOOD STRUCTURAL PANELS - Q RAFTERS OR TRUSSES SPACED UP TO 16"O.G. Ed IOd 6!EDGE14V FIELD (LI RAFTERS OR TRUSSES SPACED OVER 16'O.C. Ed IOd 4"EDGE/6°FIELD 6' 6 _ V V I GABLE ENDWALL RAKE OR RAKE TRUS5 w/o GABLE OVERHANG Bd Tod0d 6'EDGE/6'FIELD - - N _ GABLE ENDWALL RAKE OR RAKE TRUS5 w/STRUCTURAL ad IOd 6'EDGE/6°FIELD N N OVTKERS GABLE ENDWALL GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 0d � Tod 4'EDGE/4"FIELD CEILING.SHEATHING GYPSUM WALLBOARD 5d COOLERS - EDGE/16'FIELD WALL SHEATHING - - WOOD STRUCTURAL PANELS - (Y STUDS SPACED UP TO 24'O.C. Ed - IOd 6"EDGE/12'FIELD N ROOF F R A 1"f I N G l AND IVFIBERBOARD PANELS Ed - 3"EDGE/6'FIELD X Y.1`GYPSUM WALLBOARD Ed COOLERS - T.EDGE/IO'FIELD SHEET N SCALE: 1/8.11 = 1'—O" FLOOR 5HEATHING Q WOOD STRUCTURAL PANELS I'OR LESS 0d IO3 6'EDGE/i'FIELD Ac; GREATER THAN I' IOd - t6d 6"EDGE/6'FIELD JOB: 1503 DRAWN BY: KW DATE: 3/9/I5 EXTEND HDR TO CORNE 2x6 DBL TOP PLATE FULL HGT. STUDS - RAFTER ® 16" O.C. _ j / / JACK STUD NAIL TOP PLATE , APPLY SIMPSON rlSTAl8 CONNECTOR Q TO BTM OF HDR u0 H2.5 @ EA. :RAFTER W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER ® 3" O.C. ^-..r-' TO EACH JACK STUD - STRUCTURAL PANEL HEADER °o „� - NAILED 8d COMMON r� CONTINUOUS HEADER ,� TOP PLATE ® 3' O.C. EDGE.AND FIELD CORNER TO CORNER i - - OVER MULTIPLE OPENINGS DOOR:TRIMMER STUDS " RAFTER TO PLATE CONNECTION SCALE: N.T.S. _ Q 2- 5/8" ANCHOR BOLTS. - w/ 3"x3" PLATE WASHERS - :EACH NARROW WALL.SECTION ! :.. .. .I.. DOUBLE ROW .. .. w .. - .STAGGER NAILIN .. ~ - iNTO BOTH PLATES - .. .. - .. .. - 2x6 DEL -TOP:PLATE " w VERTICAL - - - STRUCTURAL PANEL _ NAILED 8d COMMON ONARROW WALL Es�ACING AT GARAGE DOOR ANo °sc1NEDE�D EA SCALE: N.T.S. MWy SHEAR WALL COMPLIANCE: m - W= 59% OF EACH WALL RUN VERTICAL SHEATHING WITH Or 8d NAILS 3" EDGE/12" FIELD _.,; ... (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE ROW - L= 31% OF EACH WALL_ RUN STRUCTURAL PANELS STAGGER NAILING - VERTICAL SHEATHING WITH BREAK K ON ST SECOND FLOOR INTO BOTH PLATES " 2rh DHL TOP PLATE : Sd NAILS 3" EDGEAI2" .FIELD .. (4)16d NAILS PER FT BOTTOM PLATE i w J VERTICAL VERTICAL- RIM J - SECOND FLOOR U U) STRUCTURAL PANEL ;� STRUCTURAL PANEL - w w - NAILED Bd COMMON ..NAILED 8d COMMON ® 3" O.C. EDGE .® 3'"O.C. EDGE AND 12" IN FIELD .- .AND"12" IN FIELD wLu DOUBLE.ROW 4 - - - DOUBLE ROW :- STAGGER NAILING--: -= - STAGGER NAILIN �"` '� w U INTO BOX.AND SILL ;. INTO BOX AND.SILL - U) I SHEET II I II 11 !1 It OFULL HEIGHT SHEATHLN'G -SVNGLE FLOOR i1 FULL HEIGHT SHEATHING —MULTI FLOOR SCALE: N.T.S. O SCALE: N.T.S. JOB: IS03 DRAWN BY: KW DATE: 3/9/15 t TQ'j -OF RARNSTASIE GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT - 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). 000 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q WILDLIFE PER NHESP MAP OCTOBER 1, 2006 `ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS LOT 92 LOT 91 PROTECTION ACT REGULATIONS (310 CMR 10).' L=89.82 L.30.03. i SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP �� �► R„191.59 =1 s MAP OCTOBER 1, 2006 'CERTIFIED VERNAL. POOLS.' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER LOT 93 �' _- 1, 2006 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES .00' �.f11.2 - ' R=30 B UNDER THE MASSACHUSETiS ENDANGERED SPECIES ACT, LANE REGULATIONS (321 CMR10) B R 0 K - SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA Sp (,�'+ �a6 . cc s INV= V SMH #4 / �54.33 INV IN - "-Q/ 0 --+� 9 CONSTRUCTION NOTES: S R-151 .59 s yH 35 �0 L/= 8 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE INV OUT / 9 ";�'g6 'p.9 � (4 VEGETATED ??' DEEP SUBDMSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED `1A S v� N ��4� so RAIN GAR 125 - 6/25 07, SHALL HEREBY APPLY TO THIS SITE PLAN. OR � 60.75 1-4 TOP 61 GE 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM _ / o' • x 83• -- � BOTTOM�60. 5 THE SU�MSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, Q, �t 63.17 20. `N- ACK �` 1 _ DATED 6125107, SHALL. HEREBY APPLY TO THIS SITE PLAN VEGETATED 12' . DEEP RAIN GARDEN x / 1 J. SEWER BUILDING CONNECTIONS: S 63.10 (125 C.F. STORAGE) N CLEAN - MIN. COVER SHALL BE 3 FT. TpF�=63.0/ _-- - CURB �T /� �f - SET CLEIWOUIS AND MAINTAIN CLEAAANCE FROM OTHER UTILITIES 02.0 _ o / ;' TOP N ao ` 1 N LOT 99 AS REQUIRED BY BARNSTABLE DPW 4,, (� MINIMUM SEWER SERVICE CONNECTION SLOPE SIIALL BE 2.t X. N��` GARAGESLAB SCE =63.68 63.0 ` PROVIDE (1) 6' DID. x 8' 615 63.25 1 7' DEEP LEACHING BASIN W/ i' \ "0 ' "- STONE SURROUNDING (OR 24,0 �' ALTERNATE EQUIVALENT Cotult Meadows Subdivision 64,5 S t INV= cr 1 VOLUME OF 289 CF) CB QG b, 55.63 gip'•. 1 CONNECT ALL ROOF i' �g 0 DOWNSPOUTS TO LEAdiING 64.0 `.,PROPO#59 HOUSE Z•'�t ��.� BASIN /fi' Votuit'Barnstabie6 MaSSaCiltlsetta s' FF=86.0 PREPARED FOR roc o '� ��•,LOT 97 DECK � COTUIT EQUITABLE HOUSING LLC , �` � 82' 1 x0&0 64.0, J• R O \\\ 13.8 1 A 0. BOX 95 5 ' & LOT 98\\ Centerville, MA 02632 27 1 • • \ 12, 6f S.F� to 1mf 10 0.28f ACRES site Plan \� e� � �\ ► Lot 98 ~ 39 Spring Brook Lane 66 63.84 x - BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors ` °�' � e?g• 78 North Street,3rd Floor,Hyannis,IVIA 02601 �•�, Phone-(508)771-7502 Fax-(508)771-7622 OPEN SPACE 20 0 20 40 SCALE IN FEET SCALE. 1" = 20' DATE: 03-18-15 REV. DATE: REMARKS L j EDDY LOTn98 ' CIS/IL ,. No.43183 DRAWMAW GlSTE� C 8/0 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw N 1 �05-214