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0023 LAURA ROAD
.ti a. '� - i, -� " °n ', _.: , � ., . ,. . , .. �. ��_ iF � 1 .. o o .. ' 11 ... .. u i., ,. '. - � � 11 M � .. - .. • n ., e _ .. ,. � - ,. ... ` .. S � '. .. . .L � � r pp .. ... � f . � � _ c. _. ., ` e .� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � J� Parcel I I Application'# Health Division BUILDING KEPT Date Issued Conservation Division MAY 20 2016 Application Fee Planning Dept. fiOWNOF�ARt�S`T Permit.Fee .� Iq S 1 /�t3l.E Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis rrnq-rc_ 5e_r -r Project Street Address Village Owner Address Telephone Permit Request 42 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zrpin District Flood Plain Groundwater Overlay roj ct tig Construction Type J' 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 � � ��,DO7 Telephone Number Address ,� ,,��e p� 4106 License # e ,q- DA?���7 Home Improvement Contractor# f�70 exd rker's Compensation # (�09&&_$Od f ALL CONSTRUCTION DEBRIS RESULTING F M THIS PROJECT WILL BE TAKEN TO ALL CONSTRUCTION DEBRIS RESULTIN SIGNATURE DATE �� r k> FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Office of Consumer Affalrs alnc B zs ness Regu ation `r 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Horne Improvement Contractor Registration Registration_ 170848 Type: Supplement Card Expita�ofro: 1'111l24It8 VIVINT SOLAR DEVELOPER LLC. EMMANUEL MELLO 3301 N THANKSGFVING WAY SUITE 500' LEHI,UT 84043 Update Address and return earl:Mark reason for change. C scn, C zaw-0sn, - -- - - -Address- [J Renewal 0°Suepleyment-(J Lost Card �:%r.�.r..,,m..,,,,itullf���>!lrr.`-..rr/tr..•/i. �- ofCoasmerAffairs Rnsiness Regulation_ �_ _ License or registration rafid for individul ase HIPROVEMENT CONTRACTOR before the expiration dale.If found rettim te:� Office of Consumer Affairs and Busiam egulation � egistratiom 170848 Type: 10 Park Plaza-Suite 3170 '"' ' Expiration, t;5120i8 Supplement Card Boston,MA 02116 VIVINT SOLAR DEVELOPER Li-C. Cam• ;' �/f/ ✓ ,,y EMMANUEL MELLO ✓ f,'�.. ;/ 330 1' THANKSGIVING WAY SUi \�= - -� --' /j�;�,•,r..�°�'' ��— �/—' - - - -- 301'NJT 8043 ,I.r Undersecretary `�� Noi'valid*itbout signature 12 Thompson Rd Webster NIA 01570 �a ®Marl www.RRPEPA"com 508 826 5757 Massachusetts -Department of Public Safely Certificate of Attendance and Completion Refresher Renovator per 40 CFR part 745.22 training, Board of Building Regulations and Standards Lead-safe Renovator-supervisor rvisor l,l)11\n___.Ll U�_1L111n n JIl pC1 Emmanuel Mello III License:CS4)66607 80 Kendelle Rd. Jefferson MA 01522 EMMANUEL T Course&Exam Date:04/1715 PO Box326 � $ s I Expiration Date'.04/17/20 Jefferson MA 01512 s ' Certificate R-R-18867-I5-00228 VI Olt, l Traixr Date: % J�.,,,,�/ . �i►9 ' Expiration _ Commissioner 05/03I2017 'The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lep_ibly Name (Business/Organization/individual): V V; tt Address: 3 30 i Q . horn 1-5 q; v; q 1—%),c y S te- S`o d City/State/Zip: L_�1-,,� L1111-- S!L(y 4 3 'Phone#: q'U t Z Z'f 4 Lf Are you an employer? Check the appropriate box: T Type of project(required): 1.U0aLath a employer with 4. ❑ I am.a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have li re&the sub-contractors ' 2.El am a sole proprietor 6r partner listed on the attached sheet.t 7 ❑ Remodeling ship and have no.employees These sub-contractors have S. ❑ Demolition working for me in,any capacity. workers' comp. insurance. q. ❑ Building addition [40 workers' camp. insurance 5. Elm e.are a ddrii ration and its j required;] officers have exercise_ d their 10.❑ Electrical repairs or additions 3.❑ Lam a,horneowner doing all work right of exemption,per MGL 11.[] Plumbing repairs or additions myself. (No workers'comp. c. 152, §1(4),and we have no l2.❑ Roof repairs insurance required.)t employees. (No workers' comp.,insurance required;];, 13. Other SOLAR - 'Any applicanrthat chcc"box.itl must also fiit'outthe section below showing their workers:cow ensatiun policy ptfonn; ion. t.HonteownM who sub nit this all davit indicuiKg they;!re doing all work and lherj We ausWe contractors iriust sub vsltic Avit indicating such. jCoriiraeturs thai ciikeCc this box must attached an additional skeet shoving the'iratbe o6the sub'-contcact4rs•andtheir workers'comp,policy irtifornyatian. I ant,an,egsO yer that is providing workers'contpens�tinra;trtsurattce fvr;»ay end pfayees Belciw is lice policy and job site information: Insurance Coenppany Name: 4,,-:e,4 A i,! ,4 c An •.E"- r t✓�r ter c f Policy#or Self-ins. Lic.#: VA/ S-0 4J j t f Expiration Date: ( ! t /� 2 o/ Job Site Address: 23 Laura Road City/State/Zip: Centrville MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine Of tip 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. Signature. YZ= Date~ 'I - 7- - ! 5L Phone 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: Phone#: AC RO O® CERTIFICATE OF LIABILITY DATE(MM/DD/YYYY, BILITY INSURANCE olrz712o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME, 122517TH STREET,SUITE 1300 PHONE FAX DENVER,CO 80202-5534 E MAID° EM' AIC No Attn:Denver.CertRequest@marsh.com Fax:212-948-4381 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Axis Specialty Europe INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc. _ Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER D: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 t� OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE POLICY NUMBER MM/DDYNYW MWDDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 3776500116EN 01/29/2016 01/29/2017 EACH OCCURRENCE $ 25,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER:POLICY 0PRO- GENERAL AGGREGATE $ 25,000,000 OTHER: X JECT1:1 LOC PRODUCTS-COMP/OP AGG $ 25,000,000 B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11/O1/2016 COMBINED SINGLE LIMIT Ea accident $ 1.000,000 X ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X ANON-OWNED OS PROPERTY DAMAGE Per accdent $ Comp/Coll Ded $ 1,000 UMBRELLA LIAB HOCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE DED RETENTION$ C WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITYWC509601301 11/01/2015 11/01/2016 X PER OTRH- STATUTE E ANY PROPRIETORlPARTNER/EXECUTIVE Y/N AZ,CA,CT,HI,MD,NJ,NY,NV,NM, � " OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH)and OR,PA,UT E.L.DISEASE-EA EMPLOYE $ 1,000,000 B IfESSdRIP ribeunder WC509601401(MA) 11/01/2015 11/0112016 DESCRIPdesTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable 200 Main St SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601.4002 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe , ,�m � @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD o d�� o { RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT - - - --Customer Name and Contact information: Transaction Date 2016-03-01• - - - -- -- - - - - -Name(s) Edward'Flynn - -- — • Sevice No. Installation Location —- - Address 23.Laura-Ave - Approximate Start and Completion Date - 23 Laura Ave Centerville MA 02632 2016-08-28 ` Centerville MA 02632 Home Phone 5087901586 Cell Phone 5083805721 E-Mail kiacono20@hotmail.com j Our Promises + We will design,install, maintain,repair, + We will not place a lien on Your Property, monitor,and insure the System at no additional cost to You. + You are free to cancel any time prior to Our commencement of installation work at Your + We warranty all of Our work for the Property. initial 20-year term. + The Energy Price includes a$5 monthly + Your Energy Price will not increase by discount for paying by automatic debit from more than 2;9%per year. Your bank account. + We will fix or pay for any damage We + You will not be responsible for any property may cause to Your Property or belongings:- -tax assessed'on the System:Your Commitment . Pay for the Energy produced by the System. Maintain a broadband internet connection. - - --� • Keep Your roof-in good condition throughout-•-Continue service with Your Utility for any—��--- - - the Term. energy used above and beyond the System's production. • Respond to Our sales and support teams when scheduling and completing paperwork. At the End of Your Initial Term • You can renew the Agreement for a You can request that We remove the subsequent term _ _System at no additional cost. mac • -- - — • You can purchase the System;or If You Move • We guarantee You can transfer the Agreement • You can relocate the System to Your to the new owner,regardless of credit rating; new home;or . You can prepay the Agreement; • After the sixth anniversary,You can purchase w the System. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address support@vivintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 Phone 877.404.4129 1 Fax 801.765.5758 - Copyright 0.201—01$Vivint Solar Developer,LLC All Rigrts Reserved a _ . - -_-s. _PEA(11/2015,v3.21 j.Page 1 7-7 - NOTICE TO CUSTOMERS -- - - — - __A.._.LIST_Of._-DOCUMENTS TO BE.INCORPORATED.INTO _ _..-Agreement,-signed-by-both.You-and_Us,-before any..- _ THE CONTRACTS _� - - work may 6e started.!—`" a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHT TO CANCEL. YOU MAYCANCEL b. Exhibit A-Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B-State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C-Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (11)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT. C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE 500, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement, that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received-a-legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS-WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation. — -- PROHIBITED FROM HAVING -AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENT AT YOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled in copy of this performance and payment bond. J BY CHECKING-THIS BOX, YOU'AGREE TO RECEIVE ELECTRONIC -RECORDS -AS 'FURTHER-DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING-THIS`BOX,YOUAGREE-AND OPT-INTO RECEIVING`TEXT'MESSAGES=AS-FURTHER'DESCRI BED -IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. ✓ BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER'S): Signature: 'y 9 Si nature: MPrinted Name: Dexter Hof hines Printed Name. Edward Flynn Salesperson No.: Signature: Printed Name: _Copyright©2011-2015 Vivint Solar gevefope, LLC. All Rights Reserved PPA(1j12035,_v3.2) I Page 17 iar - - - - 3301 North Thanksgiving Way, Suite 500 w0won1s - _.� . - -- - - --.- -Lehi;UT 84043 - __.�_W r $tT" 1CtU1'd�_C7e.oUp — - -- -- --- - - ""P: (801)-234-7050`- - - _ -Scott E. Wyssling;;PE=` - Senior Manager of Engineering scoff.wyssling@vivintsolar.com March 15, 2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Flynn Residence 23 Laura Ave, Centerville MA S-4849058 4.42 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior-of the roof system identifying existing structural members.,and their conditions. Based on the above information we have evaluated the structural capacity of the existing-roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1 and 2): Roof section is composed of 2x8 dimensional lumber at 24" on center and a single layer of roofing:The attic space is unfinished and photos indicate that there-was free access to visually inspect the size and condition of the roof members. • Roof Section 3: Roof section is composed of 2x8 dimensional lumber at 16" on center with 1x6 collar _ - ties every'32" a'nd'kriee wall'supports'6"fFom'the-ridge 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. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other- Structures, a wind speed of 110 mph based on Exposure Category B and 16, 38, and 44 degree roof slopes on the dwelling areas. Ground snow load is 30 PSF for Exposure B, Zone 1 per (ASCE/SEI 7- 10) - . _ 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. _ N/0�I0[ �o spa I - Page 2 of 2 - -- - - - - - - - - - - B. Loading Criteria - - - - - -- - 10 PSF = Dead Load (roofing/framing) 30 PSF = Live Load (ground snow load) 3 PSF = Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (ecolibrium solar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/2' thick and mounted 4 '/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 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 Yi', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1 and 2): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports-shall be placed at and attached no-greater than every,other roof member as panels are Y installed perpendicular across members and no g reateV than the panel length when installed parallel to- the members (portrait). No panel supports spacing shall be greater than two (2) spaces or 48" o/c, whichever is less. 5. Roof-Section-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. -- - - --- -�- 6. Panel support connections shall be staggered to distribute load to adjacent members. - Based on-the-above-evaluation, with-appropriate a panel;anchors-being-utilized,the-roof system will adequately�support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, 0"OF�WS� sc Q �i6t SLIN VIL Scott E. Wyssling, P No.stf507 MA License No. 5 07 A90�9FGISTEP� FSS/pNAI ENS' EcolibriumSolar _Customer Info ``—"Name: 4849058 Phone: Project Info Identifier: 64503 Street Address Line 1: 23 Laura Ave _ Street Address Line 2: City: Centerville State: MA Zip: 02632 Country: United States System Info Module Manufacturer: Jinko Solar Module Model: JKM260P-60 Module Quantity: 17 Array Size (DC watts): 4420.0 Mounting System Manufacturer: Ecolibrium Solar �- Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE380OA-US (240V) Project Design Variables Module Weight: 41:°9-lbs-- 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 =�r 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=L5teral:=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 Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 042 ._, EcolibriumSolar - - Plane Calculations (ASCE-7=05):"1- _ :Roof Shape: Gable - _ -�= Edge and Corner Dimension: 10 ft --- - _ _- - Roof Type:•Composition-Shingle - - = -.Stagger Attachments: Yes - ---- - - - Average Roof Height: 25.0 ft Include.Snow Guards:,No_- - -- - -- - -----Least Horizontal Dimension-.25.O,ft-= Roof Slope: 16:0 deg - - - - -- -- - Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf - Slope Factor 0.99 0.99 0.99 Roof Snow Load 33.3 33.3 33.3 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -16.0 -26.4 -39.6 psf Net Design Wind Pressure Downforce 9.4 9.4 9.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -16.0 -26.4 -39.6 psf Design Wind Pressure Downforce 10.0 10.0 10.0 psf ASD Load Combinations Description Interior Edge _ _ Corner Unit _ Dead Load 2.4 2.4 2.4 psf Snow Load 33.3 - 33.3 33:3---. . . .psf. _ Downslope: Load Combination 3 9.5 9.5 9.5 psf -Down: Load Combination.3 -33.0- 3 3.0 -=. 33.0- -psf- --- -,--W Down: Load Combination 5 12.3 12.3 12.3 psf Down: Load Combination,6a.-- - -- - 32.8 32:8-.- 32.8 -- psf- Up: Load Combination 7 -14.6 -25.0 -38.2 psf _ Down-Maz--- - �- -33:0 - 33:0._ Spacing Results(Landscape). _ Description _ Interior Edge Corner Unit Max Allowable Spacing Between Attachments 57.2 57.2 53.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 19.1 19.1 17.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 44.3 44.3 41.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 24.0 24.0 24.0 a -in ` Max Cantilever-from Attachment to-Perimeter of PV'Array- ' 14.8-" 1 14:8 - -13.7 `-- "in---- - EcolibriumSolar _Layout a. � I 3 y d 2. I Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See InstallatioWGuide for,details. O Clamp Warning: PV Modules may need-to be shifted with respect to roof trusses to comply with —*__Bonding Jumper- -maximum allowable overFa_6g: -� EcolibriumSolar Roof Weights - - - - _—in-Conformance with-Solar ABC's Expedited'Permit Process — Module Quantity: 10 -- Weight of Modules:_4191bs`"" �- Weight of Mounting System: 90 Ibs - _- Total Plane Weight: 509 Ibs Total Plane Array Area: 176 ft2 Distributed Weight: 2.89 psf Number of Attachments: 45 Weight per Attachment Point: 11 Ibs -- -- - may- EcolibriumSolar -- Plane Calculations (ASCE 7=45):-2 - Roof Shape: Gables - --_- =- _--_Edge and Corner Dimension. 3.0•ft-- - - - -- - Roof-Type:•Composition Shingle- - Stagger'Attachments:'Yes - --Average Roof Height: 25.0 ft Include Snow Guards: No.- - �_ -_ s-- _ -- --- - Least Horizontal Dimension: 25.0 ft -- - -- --- - --_ Roof Slope: 38.0 deg- Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load - - - 33.6 33.6 `- 33.6 psf -__ Slope Factor 0.59 0.59 0.59 Roof Snow Load 19.8 19.8 19.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -17.1 -20.1 t120.1 psf Design Wind Pressure Downforce 16.0 16.0 psf ASD Load Combinations Description _ _ _ - , ,Interior_ Edge Corner Unit Dead Load 2.4 2.4 2.4 psf -Snow Load - - - --- - -19.8- -19.8 19.8 psf Downslope: Load Combination 3 11.1 11.1 11.1 psf Down:.Load Combination 3 - -- A4.2-o--.-•. -14.2 - -14.2 -psf-- . - - - Down: Load Combination 5 17.9 17.9 17.9 psf -Down: Load Combination 6a - -- - -- .23 1--- - •23.1 23.1 psf---»� �- - - - --- Up: Load Combination 7 -16.0 -19.0 -19.0 psf 'Down-Max "231 '23:1- 2 3.' psf Spacing Results(Landscape) Description -- Interior Edge Corner Unit Max Allowable Spacing Between Attachments 68.4 68.4 68.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.8 22.8 22.8 in Spacing Results(Portrait) MDescription Interior Edge Corner Unit Max Allowable Spacing Between Attachments 52.9 52.9 52.9 in '.Max Spacing.Between Attachments With Rafter/Truss Spacing of 24.0 in- 48.0_ 48.0 48.0 in 'Max Cantilever from Attachment to Perimeter of-PVArray I .6" 17.6 17.6- in - - EcolibriumSolar . Layout iY ✓�� 2a 3.. ro 3 meq Lrr vX M1 N 4 b `w Y K 8V I Skirt - - 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._ y O Clamp Warning: PV-Modules may need to be shifted with,respect to roof trusses-to comply with " 0 Bonding Jumper- maximum allowable overhang. _ - - EcolibriumSolar _ Roof Weights - --In Conformance with'Solar ABC's Expedited Permit Process ---.Module Quantity:-2 ---Weightbf Modules:-84'lbs - - T - --- Weight of Mounting System: 90 Ibs Total Plane Weight: 174 Ibs Total Plane Array Area: 35 ft2 Distributed Weight: 4.94 psf Number of Attachments: 45 Weight per Attachment Point: 4 Ibs — — - - -- -� EcolibriumSolar -- - Plane Calculations (ASCE 7-05): 3 - Roof Shape: Gable --' - - - =-Edge-and7Corner Dimension: 3.0 ft ----Roof Type: Composition•Shingle _ --=- Stagger Attachments. Yes- - - -Ave-rage-Roof-Height: 25.0 ft Include Snow Guards: No - -- -- east Horizontal imension:.25.0 A- 'Roof Slope: 44.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 - 33.6 - psf Slope Factor 0.48 0.48 0.48 Roof Snow Load 16.1 16.1 16.1 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -17.1 -20.1 -20.1 psf Net Design Wind Pressure Downforce 16.0 16.0 16.0 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -17.1 -20.1 -20.1 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- -- -- - 4 - - ---= 16:1--- -16A- -16:1- - psf - Downslope: Load Combination 3 9.7 9.7 9.7 psf - -Down:•Load Combination 3 10.1 -- -10.1 -10:1 psf --»� Down: Load Combination 5 17.7 17.7 17.7 psf Down:,Load Combination 6a - 20.0---- -20.0--- -20.0- psf- - Up: Load Combination 7 -16.1 -19.1 -19.1 psf Down' - 20:0 20:0�""' '20:0 psf- Spacing,Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 73.5 73.5 73.5 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 72.0 72.0 72.0 in Max Cantilever from Attachment to Perimeter of PV Array 24.5 24.5 24.5 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 57.0 57.0- 57.0 in Max Spacing Between Attachments_With Rafter/Truss Spacing of 24.0 in 48.0 48.0-- -- 480 in -- in Max Cantilever from'Attachmentto`Perimeter of PV Array -19.0- 19 0-" -` '19 0- - Ecolibrium Solar. - Layout- r- R t . a f -' Skirt — 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 - "� Bonding Jumper maximum allowable overhang, _- EcolibriumSolar Roof Weights In Conformance with Solar ABC's`Expedited'Permit ProcessT - Module Quantity:.5 _ —Weightof Modules:'210'lbs�! Weight of Mounting System: 90 Ibs Total Plane Weight: 300 Ibs Total Plane Array Area: 88 ft2 Distributed Weight: 3.4 psf Number of Attachments: 45 Weight per Attachment Point: 7 Ibs - -- --=- - - — - _ EcolibriumSolar - Bill-Of-Materials- - Part�� ._ _ --- - - _Name_ - --_ - _ - - � -- --- ---- � ' - - --- -Quantity-- -_ - -- ECO-001_101 EcoX Clamp Assembly 45 ECO-001_102 EcoX Coupling.Assembly 16 ECO-001_105B EcoX Landscape Skirt Kit 10 ECO-001 105A EcoX Portrait Skirt Kit 0 ECO-001_103 EcoX Composition Attachment Kit 45 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 ECO-001_363 EcoX Lower Support-Tile 0 ECO-001 109 y EcoX Electrical Assembly(optional) 3 ECO-001_106 EcoX Bonding Jumper Assembly 10 ECO-001_104 EcoX Inverter Bracket Assembly 0 ECO-001 338 EcoX Connector Bracket 0 -- - ECO-001-359 EcoX LowwSupport-- Low Slope- 0 - ----®-ate ---a PV SYSTEM SIZE:lo if y l 5.720 kW DC lyC3 Lu 1 ' ry 'Z r j v 0 00 Lo pre JUNCTION BOX ATTACHED TO `y 4 t ARRAY USING ECO HARDWARE TO ^' 'I KEEP JUNCTION BOX OFF ROOF ` V tI I . r I , }I ° o I 1 I 5'OF 1"PVC CONDUIT a , FROM JUNCTION BOX TO ELEC PANEL (22)JKM26OP-60 MODULES o cq m I # � u) U- I Z'Lu V INTERCONNECTION POINT, F II w w,z m ` I INVERTER,ANSI METER LOCATION, ¢ _),3 t a I I LOCKABLE DISCONNECT.SWITCH, f &UTILITY METER LOCATION z z p SHEET W ' ' NAME: t — — — — — W'Z I� + SHEET s .` NUMBER: PV SYSTEM SITE PLAN o. I77, SCALE: 3/32"= 1°-0°° > , a. i 1 , { , a ( SATELLITE •y [. V STRING#L p€ 1{ 10 0000 11 MODULES 4 �ry O�Z I 6: 00 tI i ��I I M1M1M1 t1i� j f — � i ail 8 iii _ r 1 .COMP.SHINGL PLUMBING VENT(S) p ,NN,� tin O© r d t Roof Section 1 �9 Roof Azimuth:259 a OO o b " Roof Tilt:30 PV STRING#2. I' ('' � t t. - o, m 11 MODULES +, Z m TIEINTO METER# > z 6j _ PI� a a 7134659 k w w z co U Z Roof Section 2 11 i Y, RoofAamuth:259 1I } f SHEET i Roof Ttlt30, + NAME: SHEET NUMBER: 1` PV SYSTEM ROOF PLAN N, SCALE: 1/81, ,r r fill V. � r i MOUNTING I CANTILEVER U3 OR LESS PV3.0 DETAIL ,N N cu P L=MAX 64" NNW I ' co COUPLING CLAMP # , •�a�;� f PV MODULES,TYP.MOUNT �%.oZ OF COMP SHINGLE ROOF, PARALLEL TO ROOF PLANE ! I MODULE O o U {y J_ x x x RAFTER! = F PV SYSTEM MOUNTING DETAIL 1' PV ARRAY TYP. ELEVATION110 NOT TO SCALE "' C" # NOT TO SCALE Y CLAMP+ i CLAMP ASSEMBLY ATTACHMENT (INCLUDES GLIDER) LEAF SPRING O� � arr" COUPLING GLIDER r ECO COMPATIBLES N MODULE PERMITTED STRUT NUT g CLAMP+ CLAMP Ecox BASE o SEALING WASHER to Q f ATTACHMENT SPACING j I z m = IF COUPLING FLASHING COMP SHINGLES > Q m a of rn } f w w z a f r I J J W Z N Z , In J I F N 5116"%4 1/2" I { Z z y . SS LAG SCREW 1 TORQUE=1332 FT-LBS .k SHEET Ll L=PORTRAIT NAME: CLAMP SPACING + + '• Z,U) " I = Q Eco1 CLAMP ATTACHMENT o COMPATIBLE j L=LANDSCAPE MODULE NOT TO SCALE SHEET CLAMP SPACING NUMBER: 1 MODULES IN PORTRAIT/LANDSCAPE M I " NOT TO SCALE I Q l Conduit and Conductor Schedule (ALL COPPER,CONDUCTORS) DC Safety Switch Notes: Solar PV System AC Point of Connection Tag' !' Description Wire Gauge #of Conductors ) Conduit Type Conduit Size AC output currant I j Rated for max operating condition of inverter Accoding to Nec 31.25 ( Amps f 1 1 Solar Edge Cable 10 AWG " 2(V+,V-) N/A-Free Air N/A Free Air t 6s0.e(B)(1) I ! NEC 690.35 compliant Nominal AC Voltage 2401,vous t Bare Copper Ground(EGC/GEC) 6 AWG I 1 I N/A-Free Air N/A'Free Air t d d d all opens a ungrounded conductors o 2 P THWN-2 10 AWG 4(V+,V-) PVC { i 1" * p g THIS PANEL FED BY MULTIPLE SOURCES II 11 (,) �m (UTILITY AND SOLAR) z ( THWN-2-Ground 8 AWG 1 r PVC t 1 1 Notes: SE6000A-US-U Inverter S ecs: 3 I THWN-2 8 AWG 3(1-L1,1-L2,1-N) PVC ' 1" p i' ;I, 3 I THWN-2-Ground 8 AWG 1 f PVC 1^ Wire size and breaker calculations dependent upon CEC Efficiency 97,5% ° '(1) o m { Inverter Continuous Maximum Output. aM D AC Operating Voltage 240V Z Example:SE38000A-US-U Max Output=16A �/o -20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A Z I i " each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 18A �+ rgo be determined with 16A Max for each inverter. I(D I o l Solar Edge Optimizer Specs: 1 I ica l< ALL CONDUCTORS P300DCInputPower j300W 0 i SHALL BE COPPER DC Max Input Voltage 8�48V DC Max Input Current 12.5A " Design Conditions: DC Max Output Current +15A I I ASHRAE 2013 Max String Rating 15250W t I' Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: Lowest Min.Mean Extreme DB -17°C - 22 PV MODULES PER INVERTER=5720 WATTS STC VOC Temp coefficient V/°C 0 1 ` 1 STRING OF 11 PV MODULES JKM260P60 Short Circuit Current(Isc) 9.00A ° I 1 STRING OF 11 PV MODULES Open Circuit Voltage(Voc) 37.8V U 1 System Specs: Operating Current(Imp) 8.47A l Max DC Voltage 500V Operating Voltage(Vmp) 30.7V g a Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A 0 zl� 0 10 11 P 9 9 9 1 Max.DC Current per String 15A STC Rating(Pmax) 260W 9� o Nominal AC Current 25A Power Tolerance 0/+3% CONFORMS TO ANSI C12.1-2008 L1 L2 N " s � o 0 10 11 f P A t SOLAREDGE ) 0 ¢ { I SE60` 00A-US-R + 6 I INVERTER' Z m P Square D#DU222RB IOOA 60A240V UNFUSED .r Z Q t rt• I = _ o 0 0 t SOLAREDGE NEMA3 ^, > Z ui x. OR EQUIVALENT 0! R m> DC SAFETY " J J w m SWITCH iI�I "11 ih SOLAREDGE 1 36A ! Z Z< O I. r P300 OPTIMIZERS NA EXISTING N E:t i. � ^ 1 j t 240V/125A AC w ---------- - LOAD-CENTER Z - VISIBLE r WITH 1-2 POLE 40A J � LOCKABLE ^/ 2 KNIFewC SOLAR BREAKER' O JUNCTION BOX ((,. + „J DISCONNECT r WITH IRREVERSIBLE - I 1 i it SHEET GROUND SPLICE " ) t 11 NUMBER: I t] 1 { t W e t I ( I I � o 0 ' U C o (n�om ODULES MOVED TO THE yn� COMP.SHINGL BACK O OF THE HOME =z CUSTOMER REQUEST o-Z UQ W U } ` Q F H i ROOF SECTION Az:259 Ti:30 18 MODULES @ 1034 SUNHOUR — av M x � � r J V � W m gmo � I Z w = z m ¢ >_ 2 ¢ > Z w = w w z m m cav3 v~ ~n ¢ z z 2 p � * SHEET NAME: ZU U — ROOF SECTION 2 THIS ROOF SECTION NOT USED.USAGE W O Az:259 Ti:30 WAS REACHED WITH OTHER SECTIONS. J 4 MODULES @ 1014 SUNHOUR SHEET NUMBER: USAGE CONSTRAINT p 107.7% CUSTOMER USAGE OFFSET { r 1 I N 1 I i PV SYSTEM SIZE: , c 5.720 kW DC ` f ' � 1 f ' 1 To co 0 U 1 N Z 114�! I � I # I` � j'. Lo co JUNCTION BOX ATTACHED TO �/ E I ` 7 ARRAY USING ECO HARDWARE TO KEEP JUNCTION BOX OFF ROOF V I CDr e 5'OF 1"PVC CONDUIT `� N FROM JUNCTION BOX TO ELEC PANEL (22)JKM260Pm60 MODULES O I E I� 1 f v o9 J 0 rI III I' III , I F I H LU _ L z Lli R V INTERCONNECTION POINT, } w w z m INVERTER,ANSI METER LOCATION, O F F J 3 LOCKABLE DISCONNECT SWITCH, P t &UTILITY METER LOCATION ? ?I p SHEET,I 7 NAME: Z SHEET ' NUMBER: PV SYSTEM SITE PLANT + ' , o• t ( IaSCALE: 3/32"= 1 0, E i a 1 k � SATE LLIT f o DISH V STRING#1: 1 11 MODULES 1 ID y�w 1 ^^>'% 00 t W U E) !. COMP.SHING k LUMBING VENT(S) 09 N Roof Section 1 " `Roof Azimuth:259 Roof Tilt:30 1 1 m +{ J N �. I PV STRING#2. ( o) 11 MODULES v a m � g � wo i I co U Q r W r Z m Q t TIE INTO METER# > Z W = { 74134659 i o w O > W t i'Roof Section 2 E z z 1 o 1 RoofAamutI4 259 Ro0fTft30 ; 11 SHEET { + NAME: ri. ? O:Q a i I SHEET I NUMBER: I� + PV SYSTEM ROOF PLAN C) I 1 SCALE: 1/8" = 1'-0" , li aa 1 1 MOUNTING CANTILEVER U3 OR LESS � o I U m PV3.0 DETAIL i I 1 y L=MAX 64" { o c 1 om I COUPLING CLAMPa<Z PV MODULES,TYP.MOUNT 1� + J1,017,COMP SHINGLE ROOF, i 0 0 PARALLELITO ROOF PLANE y MODULE k / 6 Q ; I J ` 1 RAFTER x x ` PV ARRAY TYP. ELEVATION ' PV SYSTEM MOUNTING DETAIL ` NOT TO SCALE t' f NOT TO SCALE 1 O p �ijl 0 € j N i �( i e•t i CLAMP+ CLAMP JR ATTACHMENTEAF SPRING COUPLINGGLIDER ECOCOMPATIBLEMODULEpp ffPERMITTED STRUT NUT CLAMP+ CLAMP h. ECOx BA oI 1SEALING WASHER TACHMENT SPACING w:FLASHINGCOMP SHINGLES ii Z 0° a I CO�UPLWG ( �' i > 2' Q I W W Z m i ; Q Q U 3 I N Z i U ( i Q ' 1 I� 5l 6"x4 1 2" N Z Z SS LAG SCREW � •1 — — � � i { TORQUE 1332 FT LBS 1 SHEET 1 NAME: L=PORTRAIT f C LAMP SPACING A ' i I. S Q 1 I I Eco I " CLAMP ATTACHMENT i ° w R �'o 1 COMPATIBLE L=LANDSCAPE MODULE NOT TO SCALE SHEET ' CLAMP SPACING NUMBER: ( MODULES IN PORTRAIT/LANDSCAPE I ; i o dl M a NOT TO SCALE ! I y }1 { I 1! 1 1 I 1i , �lit. � •� I� Ini' '�� ;� � � 1.1 — ( 1 O Conduit and Conductor Schedule(ALL COPPER CONDUCTORS) J DC Safety Switch Notes: Solar PV System AC Point of Connection I Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size AC Output Current Rated for max operating condition of inverter Accoding to Nec 31.25 +Amps { 1 ( Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A:Free Air 6s0.8(B)(1) NEC 690.35 compliant Nominal AC Volta e 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air opens all ungrounded conductors s zno •volts 1 U ,� 2 THWN-2 10 AWG 4(V+,V-) PVC 1" THIS PANEL FED BY MULTIPLE SOURCES 1 (UTILITY AND SOLAR) ;1 z , THWN-2-Ground 8 AWG 1 PVC t 1„ Notes: SE6000A-US-U Inverter S ecs: m ' 3 I. THWN-2 8 AWG 3(1-1-1,1-L2,1-N) I PVC ( 1" p ' �o� f n 3 1 THWN-2-Ground 8 AWG 1 1 PVC { j 1^ wire size and breaker calculations dependent upon CEC Efficiency 97.5%1 IU)„om inverter Continuous Maximum output. AC Operating Volta 240V f! If Example:SE38000A-US-U Max Output=16A P g Voltage o z + Ce <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A Input Current I Z If i 111 each SE380OA-US-U inverter. Wire Gauge should also DC Maximum In C 18A >+ U o be determined with 16A Max for each inverter. P ( Q I 1 ALL CONDUCTORS Solar Edge Optimizer Specs: l ca I t P300 DC Input Power 130OW 0 I SHALL BE COPPER DC Max Input Voltage 8-a8v I {' i i DC Max Input Current .1 2.5A Design Conditions: DC Max Output Current ;15A Max StringRating 5250W ' ! I ASHRAE 2013 1 • 1 d Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: J `� I� Ilk— r Lowest Min.Mean Extreme DB -17°C GI " ,22 PV MODULES PER INVERTER=5720 WATTS STC JKM260P-60 ��1 STRING OF 11 PV MODULES VOC Temp coefficient V/°C i I Short Circuit Current(Isc) 9.00A 1 STRING OF 11 PV MODULES 1 Open Circuit Voltage(Voc) 37.8V F i System Specs: Operating Current(Imp) 8.47AIE ' Max DC Voltage 500V Operating Voltage(Vmp) 30.7V _ a Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A 'e 10 11 P 9 9 9 r 1 Max.DC Current per String 15A STC Rating(Pmax) 260W - -T71 Nominal AC Current 25A Power Tolerance 0/+3%i r a I CONFORMS TO ANSI C12.1-2008 Lt L2 N � N IIM1 o M ; if O Q 0 0 0 0 10 11 ^ SOLAREDGE 1 i Q m �. 1 SE6000A-US-R m + INVERTER* �+ 2 m D= Square D#DU222RI1 100A !!! - - - 60A/240V UNFUSED Z j Q • NEMA3 + > Z W > = , I P t SOLAREDGE OR EQUIVALENT i K d' W " - - _ !V i OC SAFETY f I` UJ J 2 W $WITCH 1 H F J 3 SOLAREDGE 1 ) i 1 i N N 1 I, `P300 OPTIMIZERS ; 1 35A ? O SHEET {} EXISTING NAME: f 240V/125,4 AC w ------------------ LOAD-CENTER J l 4 VISIBLE WITH 1-2 POLE 40A 75 Q LOC^/ NFE'E'A/C SOLAR BREAKERBLE ' .a JUNCTION BOX I` I 3 DISCONNECT SHEET i = WITH IRREVERSIBLE — i GROUND SPLICE NUMBER: I I I O lU , � t + I ++ I I m N a U C � m m N N l7 �N W •�TO Q1 ODULES MOVED TO THE COMP.SHINGL O-? BACK OF THE HOME CUSTOMER REQUEST o z /1�11 U O W U Q I � � ROOF SECTION Az:259 Ti:30 18 MODULES @ 1034 SUNHOUR m 0 N v� v m a ' o J Q � m O m ON (� U Q Z m Q > 7 2 S Z W 2 d w } W W z m j W Z 0 H U U Q K SHEET NAME Z ROOF SECTION 2 THIS ROOF SECTION NOT USED.USAGE w O Az.259 Tt:30 WAS REACHED WITH OTHER SECTIONS. C) J 4 MODULES @ 1014 SUNHOUR SHEET NUMBER: USAGE CONSTRAINT p 107.7% CUSTOMER USAGE OFFSET ct TOWN OF BARNSTABLE,BUILDING PERMIT.APPLICATION Map r2 S"( Parcel f 1 Application # DvY W Y� Z z Health',Division Date Issued << �-3 l O Conservation'Division =` Application Fee Planning Dept. _ " Permit Fee 3 Date Definitive Plan Approved by Planning Board /ll"L3JI a Historic - OKH Preservation/Hyannis o Project Street;Address Village Owner Address Telephone - 4 Permit Request c c Square feet: 1 st floor: existing roposed 2nd floor: existing proposed Total new _ Zoning District Flood Plain Groundwater Overlay Project Valuation /4 4Tonstruction Type ; Lot Size y Grandfathered: ❑Yes 0 f o If yes, attach supporting documentation. Dwelling Type: Single Family 0' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes =rNo On Old King's Highway: ❑Yes 0-11-b Basement Type: gull ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new eD Number of Bedrooms: existing new G) Total Room Count (not including baths): existing 4�9 new First Floor Room Counter Heat Type and Fuel: &Uas ❑Oil ❑ Electric ❑ Other ' =' C> Central Air: ❑Yes 0'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®'IV0 Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing U nevk24 size_ Attached garage: 0 e'xisting ❑ 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( ~��„ � �1� Telephone Number Sid = 29 -110d g Address 4�2 &4��I License # C5 1 C--la4 Home Improvement Contractor# 1�3�2 S R Worker's Compensation #1_4 Z1119 / 27/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE Llb - IA5 [� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED , MAP/PARCEL N0. ADDRESS VILLAGE ' OWNER' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH - FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Industrial Accidents Office of Investigations ' d 600*ashington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Businessiorganization/Individual): 1 XZ P dam- �r Z-6`1 Address. 7j Ci /State/Zi � �J tY P��t?, ��1 ���lo�S� Phone#: Are yo employerZ Check the-appropriate box: Type,of project(required):.,- 1.. I am a employer vv�th 4. 0.I am,a general:contractor:and I 6. O New construction employees(full and/or part-time):* have bired the>sub-contractors 2.0 Tam a sole props etoror'partner- listed on the attached sheet I. � �F! Kemodeling ship and have no`-employees These-sub-contractors have 8. 0 Demolition. working for me in any capacity. workers' comp:insurance. 9;. 0 Building:addition' [No workers' coiiip insurance 5. 0 we:are a corporation and its required.] officers have exercised their 16.0 Electrical'repairs or additions 3.❑ I am a homeowner doing all work right ofexemption per MGL 1 LO Plumbing repairs or additions myself`[No workers' comp c.`152 §1(4),:and?we have no. 12 0 fnsurance required.] # epairs employees..:[No workers' Roofs comp:`insurance required.] 13 D Other *Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy mfonnation t homeowners who submrt:this i vrt mdreating theyare domg'all work and.then.hire'outside contractors mt�stsubmit:a new effidavrt.indicatmg;such �'. xContractors that check this box must etfached amAdditional sheet showing;.the name of the sub contractors and their workers'crnnp;polrcy:information I am an employer that is providing workers'compensation insurance for my employees. Below is the poluy andjoli scte information. Insurance Company.Name: Policy#or Self-ins.Lic.#:_-� � Expiration Date: Job Site Address: l ��l��Y City/State/Zip: -� Attach.a copy of the workers' compensation policy declaration,page(showing the policy number and a iration date xp y ) Failure to secure coverage:as required under Section 25A of MGL c. 152 can lead,to the iniiposition of crimnial penalties of a fine up to$1;500.00 and/or one-year imprisonment,.as well as civil penalties in the fonn of a STOP WORD.ORDER and a fine, 3f up to$250.00,a.day against the:violator.,.Be advised,that a copy of"statement maybe forwarded to he Office of`. Investigations of the DIA;for insurance;coverage.verification. do hereby certify under the pains and penalties ofperjury:that-the information provided:above is true and correct ii arose:; Date:. 1 - b -7_®4z� hone#:.. 0o? Officirl use only. Do not write in this area,to be completed by city or town official City or.Town: Per # -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#: ACORDM CERTIFICATE OF LIABILITY INSURANCE os%t14/2o101 PRODUCER,(900)666-0200 FAX (781)261-1111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Main ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 77 Accord Park Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Unit B1 rwel 1 , MA 02061 INSURERS AFFORDING COVERAGE NAIC# IIMURED CAPEWIDE ENTERPRISES LLC AND INSURER A: Selective Insurance Co of SC 19259 7P MACOMBER & SON INSURER B: ACE USA PO BOX 763 INSURER C: CENTERVILLE, MA 02632-0763 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD* TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY S 1929637 04/30/2010 04/30/2011 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS MADE D OCCUR MED EXP(Any one person) $ S,000 A �( PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X jECOT 7 LOC AUTOMOBILE LIABILITY A 9092960 04/20/2010 04/20/2011 COMBINED SINGLE LIMIT (Ea accident) ANY AUTO $ 1,000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ A X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) i GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY S 1929637 04/30/2010 04/30/2011 EACH OCCURRENCE $ S,000,000 X OCCUR CLAIMS MADE AGGREGATE $ S,000,000 A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND C4628477A 04/14/2010 04/14/2011 X WC STATu- OFR TH- EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ SOO,OOO OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE,$ S00,000 If yes,describe under _ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ S00,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Town of Barnstable 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Building Division BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Ronald Cleaves/SEW2 �� C - ACORD 25(2001/08) ©ACORD CORPORATION.1988 --- . . , � 0�ieee� � eBs . . � ; . .. �" ' . - - =__�.� .`� � '� � . �� -_, s. Y - .. - - �.. . - ) - .. .. , i A. � Y V 11,(s.;trhusctt.- l)rltitrtntcnt ui !'ultlii �alrl� Bt)m d nl Buildiflu Rcttul;ttilln. ;in(I tan(I;trci. Construction Supervisor License Ltcense: CS 89273 l Restricted to: 00 RICHARD M CAPEN 122 WHITMAR RD �D� r COTUIT, MA 02635 Expiration: 1 1/271201 1 ( "innii••i nrr Tr=: 9638 Restricted to: 00 00- Unrestricted tG- 1 2 Family Homes (� I ' Failu-re to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. j r Refer to: WWW.Mass.Gov/DPS t Board 0,Bonding Re ulati`o s and Stand.a:rds HOVE NPROVEMENT 0 R-ACTOR r� Registr n 143358~ Ex" ration; .7/8/2010 r# 272627 t. type: :Ltd,Liability rpor i CAPEWIDE ENTER::", ES'LL.: RICHARD CAPEN• 450.7 R RTE 28 c:;, COTUbT, MW02635 Admintst ator License or reg'istrat'ion valid for individui use only before the expiration date. If found return to: � ram'"' u�2 Board of Building Regulations and Standards 6t One Ashburton Place Rm 1301 � SZTE Boston,Ma,02108 �P 71��2oi"2. LyYafid without`ignaIure Capewide ;,Lei _ ENTERPRISES, LLC J.P. MACOMBER& SON Post Office Box 763 October 6, 2010 Centerville,MA 02632 PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: NAME: Kathie Flynn ADDRESS: Same as Opposite ADDRESS: 23 Laura Road Centerville, MA 02632 . PHONE: 508-790-1586 Capewide Enterprises, LLC proposes to furnish the materials and perform the labor necessary to complete work as follows: Bathroom Remodel • Complete the permitting process and provide permits as needed • Demo existing bathroom as needed: tub/shower, vanity, floor, toilet •. Rough plumbing to code • Install 3-piece tub and shower unit-see allowance • Electric to code — see allowance • Install underlayment floor • Install vanity and countertop — see allowance • Install sink and faucet— see allowance • Finish electric —see allowance -• Install bathroom floor-.see allowance • Trim as needed • Replace baseboard heat cover • Paint ceiling, walls and trim Allowances Plumbing fixtures: 3-piece tub/shower, valve, shower trim, toilet and faucet...$1,200.00 Electric: Panasonic Ultra Quiet Fan/Light Combo Vanity light.....................$150.00 floor Option: Tile... ...................$7.00 sq ft Vinyl.........: . .. ....$30.00 sq yd, Phone: 508.428.4028 Fax: 508.428.3928 Rich@CapewideEnterprises.com Joao@CapewideEnterprises.com www.CapewideEnterprises.com Towns of•Bairnastable i .�. Regulatory Services Thomas F.Geller,Director Building' Division' Tom-Perr ', Building Commissioner' 200 Main Street Hyannis,MA 02601 www.towa.barnstable-mami . Office: 508-8624038 Fax: 508-790-623 0 Property own er.Must Complete and Sigj�This'Section If Us.i Lg A Buffder as Owner"of the'subject property ' hereby authorize to act on tay behalf, in all matters relative to work authozized by this building pettuit applkation for (Address o f,7o-b S' a of er Date Pdat Name If Property Owndgs appiYiv for permit plcaae"connplete the`H'omeo:amers Lice Exemption Formon the reverse side. nse 1 , T00/TOOZ TI M M 8Z6E8ZV809 %VA ZS:TT OTOZ/OT/TT A-ssessor's office;(1st floor): HI THE Assessor's map and lot number ..... Boa{d of Health (3rd floor): /;�/ / Q Sewage Permit number .....(,/1° .., �. ..l Engineering Department (3rd floor): -4 E 'oo t House number ................................. .................................... TOWN �����t AY a Definitive Plan Approved by Planning Board -----------------------------____19________ , APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-.2:00 P.M. only TOWN OF BARNS :A BLE y BUILDING . INSPECTOR APPLICATION FOR PERMIT, TO .....c., ozCt—$7 ......... c 7' ...h�.,?.... .�RaZ. �. ..fe. ... .TYPE OF CONSTRUCTION,.......' -... -11✓0.----...gib--- -- -,�''�f...,9.�d� ' TO THE INSPECTOR OF BUILDINGS:: The undersigned hereby applies for a permit according to the following information: Location .......... a.��....... A.'V xR.......1..[.C�(�L7... , .T... ..0 ./.,le.........:. ..... .7.......... ... .... Proposed Use ............... /.J�!.l7".� ......: �1.:!. . .. ...... ... .... ............... ................ rr II Zoning District :.............1.. . ...............1... .......Fire District ........... ........................... Name of Owner ... TO ....Z'.L...:..... .eJy1:. .............Address ......c�?,3.... .......�.c�.t✓Tt17tt1� . Name of_Builder e1-1,4 Z 0 Address ....C� X...f/I/f0�1? Name of Architect .........:. ...............................:.....................Address Number of Rooms ........ ....................: ........Foundation ...... ..:. �alov ,• u�2t"D..L.o.N.. �T..... �. Exterior ..... 11r.��°:...�>°779.1Z: /Le.NJP.s. .........:.:.Roofing !.c?.rZ..CLI. S...: Floors .......��`13�Y. c-.V .LRn{�et�. ....'. / e......Interior cleating' .... /. '.... ........ ...............: . ......:..........Plumbing ............... L... Fireplace ................ '.......................................................Approxi mate,Cost .....:....... �.OO O .. Area ......j/,. /.... ..........:. Diagram of Lot and Building with Dimensions Fee .......13 ....`.......:.......:.... s OCCUPANCY PERMITS REQUIRED=FOR NEW DWELLINGS I hereby agree to conform to all the. Rules and Regulations of the Town of Barnstable regarding the above construction. 1 Name .... . .. .. .. . .... ....... -- - -Construction Supervisor''s,,rlicense ... {...... ADAMS, ROBERT INA e s • No. ...s 4.2�Permit for ADD P0. . ..H...&...GARAGE t� i ` Single Family.,.Dwelling•,,,.....,.. Location 23 Laura Road ? enterville �- ............................................................................... ' Owner ......Robert. Adams ................. �r ..... ................. - " 7 Type of Construction .........FXaMe.................... + - ...............................................................:......... yr Plot................... t...... 'Lo ................................ Permit Granted November'.. 19 •8 8 Date of:Inspection ............................:........19 Date Completed ..........W4t ..............19 r_ , 1'. Ic IN 3 7HE.T°�° TOWN OF, BARNSTABLE BARNSTABLE, i Mb 9. am BUILDING INSPECTOR �Fny a' APPLICATION FOR PERMIT TO .......r ��.`�... .�0.�-5�.......�......�����..�\ ........................... TYPEOF CONSTRUCTION .........W,P..01D................................................................................................:.......... ...... ....A-z.......19... �r TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Lo _ _ Location f Lvl�'�" .�.G.......��F .�:° ..'✓E.`[' .. 5$...... � ... � ................................. N� ProposedUse ....... ..A- M.l.G.y.........................:...................................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner ......�Q.8�-�../.�...1....... e �-Q�/�5....Address ^!l� /y�4iN�„ . !....�.L�.�/�/.Pvi, L�SSi j.,....... .......... . . Name of Builder l.4 LlQs ....�Ta/ S LG /If '`�`'/�f S.S. ' ..../.�'. . . ....... .........................Address .........�.......!'�....,5�...........!�:.. ........................... Nameof Architect ..................................................................Address .........................................................................`....: t �:.Number of Rooms '.... .........................................................Foundation ...... ...Q.0QEID.......Ce.47.M. .9N...l....... ..... .... Exterior ...... .��...: "V— ..........Roofing .......... ,S. .N1. L. Floors .......�!VV-.."':....lU.!NA�4... ;C :ffl:p?.A�7.J........ :.........Interior ......, /.'7.... .��(? ...... Heating ..... ...GA Plumbing ................. ,J .... . .r ..... . ., l Fireplace ...... .dkQ.!..1'-.... ....&V..(),IV wlQ-4......ApproximatP Cost .........eX.. .......................................... Difinitive Plan Approved by Planning Board ----------------------_---------19________. �..T Diagram of Lot and Building with Dimensions 7g OV �O f � oo � ;r`- cwn > U Q / a LLJ Q o m m f- ® l= Q w - � � w � w j Ujw � . 81 O >2 00 VQ r 0-V 7' L-l4oK I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .4I d. ... . D ....... Adams, Robert A. . DV- 3 9 1971 No ...1424'5.. Permit for ...........1.1/2. story, single family d�relling ......................................................................... Location3 Laura Awema ..................................... .............. Centerville t Robert A. Adams Owner .................................................................. Type of Construction frame ................................................................................ Plot ............................ Lot ..........+15............... Permit Granted ......... e.p .,ember..lb. .. 19 71 . ... ........... .. .. w� q Date of Inspection ...�Y.A..�1.:...1................19 Date Completed ......................................19 PERMIT REFUSED 1 v _ ................................ ............................... 19 ............................................................................... co r� .................................................. . ......................... i3 y ............................................................................... v J ............................................................................... y 2Z Approved .................................................. 19 / ............................................................................... r AC r j � 7 jij- Ll z� r a -rmpItJ,�- NAr✓ceR r �. fnt7h1'` 1t v !r ,�It- Sf; z /� /, ,Q(f 1! 1_1 �-4v �' Cr'E �/T"c 't L t . 1c '�' •'i :. 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