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0228 POPONESSETT ROAD
�� � ��. �\ i ,� L4 �I,. Cape Save Inc. 7-1) Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 2/25/19 Brian Florence CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 18-725 Dear Mr. Florence: This affidavit is to certify that all work completed for'228 Poponessetf Road;Cotuit has been. inspected by a third party Certified Building Performance Institute(BPI) Inspector. All work perfo ed meets or exceeds Federal and State Requirements. m Sincerely, CO 00 d C. William McCluskey i f FRIEDLINE&CARTER ADJUSTMENT, INC. 436 Main Street; P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: (/) Building Commissioner or Inspector of Buildings O Board of Health or Board of Selectmen (�) Fire Department TOWN OF BARNSTABLE TOWN HALL HYANNIS, MA RE: Insured: POTTER,Timothy Property Address: 228 Poponessett Rd. Cotuit, MA 02635 ? Policy Number: 10378096 Type of Loss: Fire Date of Loss: 2/22/2018 File#: 128668 a Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and-file number. On this date, I caused copies of this notice to be sent to the persons named above at.the addresses indicated above by First Class Mail. C. WALLACE Adjuster 3/21/2018 ` Town of Barnstable _ BLi11Cl�lg ,xa* ...�, P. i' ,� $ '? •@Ke•tr F Post.;This.Card So That>itis Visible From�the Street „Approved Plans at be,;Retamed on>Job andahis Card Must:b p , OARNWABLIL, .• r °r'� `' .j;.�.� a' !�'-`^ ,. . :I'd ^•,. r : 's` r.% i. m ^. • Rosted UntilhFinal Inspection HasBeen Made �� f _ 5 .�: . u y o j. �$ Permit Where a Certific f Occuupancy is Required,such Buildingri h 1'I t-be Occupied unt�l,a Final Ins�pect�o has been m a Permit No. B-18-725 Applicant Name: ' William McCluskey Approvals Date Issued: 03/15/2018 Current Use: Structure . Permit Type: Building-Insulation-Residential Expiration Date: 09/15/2018 Foundation: Location: . 228 POPONESSETT ROAD,COTUIT Map/Lot. 019-070 Zoning District: .RF Sheathing: Owner on Record: POTTER,TIMOTHY&COLLEEN Contractor Name WILLIAM J MCCLUSKEY Framing: 1 Address: PO BOX 575 F Conractor license CSS -102776 2 All COTUIT, MA 02635 . v Est �'R' ect Cost: $5,000.00 Chimney: Description:,, Add 2" rigid insulation to the attic and basementDense pack walls -. Permit Fee: $85.00 Insulation: with R-13 cellulose.Air seal the attic plane grid basement with '- Fee Pald ` $85.00 expanding foam. General weatherization Final: R Date " 3/15/2018 Project Review Req: X _ �dl �crv� Plumbing/Gas I ' � Rough Plumbing: a - : Building Official ;. Final Plumbing: �x This permit shall be deemed abandoned and invalid unless the work authorize d;by this permit is;commenced within six months after issuance. Rough Gas: s; h' permit has been ranted. I � i n n the a roved construction documents for which�t is e t . All work authorized by this permit shall conform to the approved app icat o .a d pp � p g final Gas.. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning:by laws and codes. This permit shall be displayed in a location clearly visible from access street or road;and shall be maintained open for public inspection for the entire duration of the 'work until the completion of the same. t OP Electrical . n Service: The Certificate of Occupancy will not be issued until all applicable signaiuresfby he Bwlding and Fire Officials are1prowded omthis permit. .. Minimum of Five Call Inspections Required for All Constructio Work:n 1:Foundation or Footing . a Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® 1 q Parcel 070 Application # Health Division Date Issued 3 (6 Conservation Division Application Fee Planning Dept. Permit Fee 0? — Date Definitive Plan Approved by Planning Board E r''�A�TL SEAT Historic - OKH _ Preservation/ Hyannis Project Street Address s ►�� j�0�PS,f -� , �� Village Owner To G PJ � r Address a2ol Y° f 2Ohl'f,,�_f"� Telephone & O qr!bf 9T Permit Request 00 lal— rr4 C3� O rhOa��e, o w AG Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 720.00Construction Type Lot Size / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family C 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 ❑ew size_ ,.. 7= Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Others i r i �m Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - , Commercial 0 Yes M/No If yes, site plan review# •Current Use Proposed Use I\ S APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License # A&r Home Improvement Contractor# Email WC %�e x/ orker s Compensation # YJ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C q,s SIGNATURE DATE �� t 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. The Coi<nmonjvealth of Massachitsetts ` Department of IndustrialAccidents > I Congress Street, Suite 100 7 Boston,MA 02114-2017 ' w►vw nrass gov/dia. Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organization/Individual):Direct Energy Solar d/b/a Astrum Solar Inc. Address: 195 Constitution Dr. City/State/Zip:Taunton, MA 02780 Phone M(508)614-0146 Are you an employer?Check the appropriate box: Type of project(required): 1.M I am a employer with 75 employees(full and/or part-time).* 7. ❑New construction 2. am a sole proprietor or partnership and have no employees working for me in ❑I 8. Remodeling any capacity.[No workers'comp.insurance required] 3.[]l am a homeowner doingall work"Myself. ' t 9. Demolition 4 [No workers comp.insurance required.] •. 10 Building addition 4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. I,wil I ensure that all contractors either have workers'compensation insurance or are sole M❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet []Roof repairs airs These sub-contractors have employees and have workers'comp.insucance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[✓]Other PV Solar Install 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'conipensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Zurich American Insurance Company Policy#or Self-ins.Lie..M WC595397302 JExpiration Date.01101/2017. Job Site Addtess:�-+7} el�' Ae— City/State/Zip:6 hl, A tj 01655 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 verifies' 1 I do hereby c ._tify ► er he Qins n pe 'es of perjury that the information provided above is tt'ue and correct Signature: Date: Phone# - Official use only. Do not write in this area,to be completed by city or town official _ City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: iACORE> FD. /09/2016 ATE(MM/DD/YYYY) � CERTIFICATE OF LIABILITY INSURANCE Page 1 of 1 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 Willis of Texas, Inc. PHONE g77-945-7378 F 888-467-2378 c/o 26 Century Blvd. -MAIL P.O. Box 305191 certificates willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:ACE American Insurance Company 22667-302 - INSURED Direct Energy and its majority owned INSURERB: Zurich American Insurance Company 16535-305 subsidiaries and affiliates including INSURERC: Astrum Solar, Inc. INSURERD: 8955 Henkels Lane, Suite 508 Annapolis Junction, MD 20701INSURERE:' - - - INSURER R' COVERAGES CERTIFICATE NUMBER:24127712 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 TYPEOFINSURANCE - DDL SUBR POLICYNUMBER - POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY XSLG27341226 1/1/2016 1/1/2017 EDAACMHp�OECTCURRENCE $ 1,000,000 CLAIMS-MADEaOCCUR PREMISES(ao�Tuence) $ 100,000 X SIR: $100,000 MED EXP(Anyone person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: c GENERALAGGREGATE $ 1,000,000 POLICY� JECTPRO ❑ LOC PRODUCTS-COMP/OPAGG $ 1,000,000 PRO- - OTHER: - ' - - $ B AUTOMOBILE LIABILITY BAP595396602 1/l/2016 1/1/2017 (FOaacodeDt"NGLELIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURYPeraccident $ AUTOS AUTOS - - - ( ) HIRED AUTOS NON OWNED S PROPERTY DAMAGE AUTOS • (Peraccident - $ UMBRELLALIAB OCCUR EACHOCCURRENCE $ EXCESS LU1B CLAIMS-MADE AGGREGATE $ . DIED RETENTION$ $ ' g WORKERS COMPENSATION WC595397302 1/1/2016 1/1/2017 - XIOTH- AND EMPLOYERS'LIABILITY YIN B ANY PROPRIETOR/PARTNER/EXECUTIVE N/A WC595396902 1/1/2016 1/1/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? FN] - f Mandatory lnNH) - _ E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DYSCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached If more space is required) _ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE .WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. .F AUTHORIZED REPRESENTATIVE Town of Barnstable - 63 Biltmore, PL West Barnstable, MA 02668 Coll:4848137 Tpl:2010271 Cert:24127712 1988&2014ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs d Business Regulation - 10 Park Plaza - Suite 5170 Boston, Massachusetts.021. 1.6 Home Improvpty� ,Contractor Registration Registration: 168228 Type: Supplement Card - Expiration: 1l10iM7 ASTRUM SOLAR INC. CHRISTOPH:ER MURPHY 4 h 8 8955 HENKELS LANE STE 50 ----- ANNAPOLIS, MD 20701 z r Update Address and return card.Mark reason for chance. sea �� tom osni j Address Renewal n Employment Q Lost Card Alle »ziPurvetz f>i c r'TlassarlrcSRfls Rice of Consumer Affairs&Business Regulation License or registration valid for individul use only - r- r ME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: - Office of Consumer Affairs and Business Regulation i i egstraton -6Q2 Type: 10 Park Plaza-Suite 5170 Expiration .4RW--M7.,,;: Supplement Card Boston,MA 02116 A.STRUM SOLAR INCs DIRECT ENERGY 80LA.2~, CHRISTOPHER MURPt -'. 15 AVENUE E �_�.T� ,�, HOPI(INTON,NIA 01748 Undersecretary t t valid houi Sig ure Massachusetts-Department of Public Safety w Board of Building ReguiatiOn$and Standarcis Construction . t n 2 roc__ i Olin UCi7�in J`u.7ei vi�i�r i ax y ra8uuv Vim. License: CSFA-083813 ,t r rti . CIMSTOPHER Jlu ` 134 BURT ST 1 NORTON MA 02-766 Expiration Commissioner 01/30/2017 Town of Barnstable o« Regulatory Services MASS Richard V.Scali,Director — Tom Perry,Btnlding Commissioner 2001 —`Suet HYaffiis,M- 02601-- -- ----- - = - -- --- www.towmb arnstable.ma.us Office: 508-962-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us ing A Builder as Owner of the subject properCy V R hereby authorize ✓ 04(�/ ^ y✓7 to act on my behalf, in all matters relative to work authorized byrl i building permit application for. 19L 1��q"es Sek- - A (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all.final inspections are performed and accepte Signature of Owner Signatuue Ap cant PriarNaziieJ Print Name / 2-0 Date • � QFORMS:OWNERPERMJSSIONPOOIS - Town of Barnstable Regulatory Services pFTHE ray Richard V.Scali,Director Buiidin.g Division A6AT7�T�RTY Tom Perry,Bulding Commissioner 200 Main Stte4 Hyannis,MA 02601 www.town.barnstable ma_us Office: 508-862-4038 Fax: 508-790-6230 $OMEOWNM L1C N0 Ex's:&=ON Phase Print DATE: JOB LOCAnDR-- number s4rect VMaP "HOMEOWNER": aunt - home phoac# work phone# CURRENT MAILING ADDRESS:• —— _----r.. city/town start up cods The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ I)EFRMION OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form. acceptable to the Buildng Official,that he/she shall be 1!sMonsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations- - M The undersigned"homeowner"certifies that he/she understands the Town ofBamstable Building Department minimum inspection procedures and requirements andthat he/she will comply with said procedures and requirements. Signature of Homeowner Approval ofBmldingOfficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Bmlding Code Section 127.0 Construction ContOL HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shah be exempt from the provisions of this section(Section 109.11-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q.,Rules&Regulations for Licensing Construction Supervisors,Section 2_I5) This lack of awareness often results in serious problems,particularly when the homeowner hires unlcensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is My aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner'certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/eertification for use in your community. Q XWPFMEST0RNMui1dmg permit fm=)EJ PRESS.doc Revised 0613 13. r DocuSign Envelope ID:632F2209-BA6F-409E-A2F6-7998A6BAF336 P4 Direct Energy Solar= Direct Energy Solar Residential Installation Contract MASSACHUSETTS RESIDENTIAL SOLAR INSTALLATION CONTRACT This Residential Solar Installation Contract (this "Contract") is made and entered into on the date set forth below, by and between Astrum Solar, Inc. d/b/a Direct Energy. Solar("Direct Energy Solar")whose address is 195 Constitution Drive, Taunton, MA 02780 and Timothy& Colleen Potter("Customer"), whose address is 228 Poponessett Rd, Cotuit, MA 02635 (the "Property"). System Specifications 9.6 kW photovoltaic solar energy system 32 LG 30OW solar panels . Enphase M250-6072LLS22 with 25 year warranty TOTAL SALE PRICE $43,220.00 Federal Tax Credit ($12,966.00) MA Tax Credit ($1,000.00)(subject to availability) SOLAR SYSTEM NET COST $29,254.00 i Terms of Payment This Agreement is contingent upon Customer's approval for financing b ,Term Loan Provider and PP 9 Y Customer's acceptance of such financing for the Solar System purchased by Customer pursuant to this Agreement.A down payment of due at signing as nonrefundable deposit $0.00 due at final inspection and approval of all permits Timeline Commencement of the installation will occur within ninety(90)days of the date hereof and the installation will be substantially completed within one hundred fifty(150)days of the date hereof: Customer and Direct Energy Solar hereby agree to enter into this Contract subject to the terms and conditions set forth below.NOTE:Contracts over$100,000 must be co-signed by a sales manager. CUSTOMER E�1: oousiynedtiy: q Date(b�t,t ln. Poi►z v , 12/21/2015 5P8DEDE2049C... - -• DIRECT ENERGY SOT!i6C348*7 d ny:StwuV Date: 12/21/2015 Date: . . AC-12-03-15-10701 I SDQ-121528 LAstrum Solar,Inc.;All rights reserved MAHIC:168228 Page 14; t Potter Residence Barstable 228 poponessett Rd 200 Main St Hyannis MA 02056 _ Cotuit,MA 02635 e 5 o c ¢z System Ratings Rid OW Ridge:Dn,On Center i 9.6 kW DC Photovoltaic Solar Array "� w ¢O 8 kW AC Photovoltaic Solar Array Rake: 1' 7'j \ G 4 29'4" o � x Roof A/x Aspahtt Shmgle Roof C/Z O Aspahtt Shingle Equipment Summary � -",On Center 32 LG NeON 2 3D0 Mono Black Modules Roof E3/Y _ 12' 3" 32 Enphase M250-60-2LL-5221nverters AspahlF Shingle Q On Center �' � 128 Roof Attachments R09— EMvvn Sheetlndex PV-1 Cover PV-2.1 Description of Work and Load Calculations- A PV-2.2 Description of Work and Load Calculations- B - PV-2.3 Description of Work and load Calculations- C Meter _2$ 6' - PV-3 Electrical Diagram Overhead PV-3.1 Electrical Calculations .. r PV-4 String and Conduit Layout PV-5 Equipment Ratings&Signage Y y y�ppO C]LbN `H OF Governinc Codes 9 2014 National Electric Code ANDRE:W DESTERREICHER Massachusetts Residential Code,8th Edition Underwriters Labratories(UL)Standards OSHA 29 CFR 1910,269 No.52174 0 8 ASCE-7-10 PREPARED BY: SSKINALE' a Jeffrey Magee DigrWy lglx By Andrew(Poaevekf,er,Pf 1�- p �= 705 General Washington Ave.Suite 650 Date:2016-191)23:38-0 W' '-d V Norristown,PA 19403 S[arnped aM signed for C r o (484)689-9353 s[nmtural only.Reference ,v the attached structural letter � instead of the plans for atl calculabons. COVER SHEET PV-1 L rII IIF A Typical Sectlon III -' 4.3kWOCPhatawaIbdc$al11 Array A 2 O '- Thb solar array b mmpdsed of l4 LG NeON 2 300 Moro Blacksdar panels.The a...I...mounted u,NS the Emllbdum Em z Bahr // w mounting nlimthe bulklingS 2x6,spamdat l6 a.Eachsobrpanallsatt hedtoan Enpha40M250fo-2U-S23mi."wrtenlwmounted _ •" - �•",�/r / LO •� to the-Iffidum Eca%call directly beneath the panel. uZi Z I� Thesolarp...1,produce OC power when struck by-light.TheDCpp ,I,canvertedto240VACpower4theirry el.Miao4nverters _ ` �•/ / _ p = o - are connected In colas,wfth a an]mum number of l6 mkne-Inverters In each In. Thhcnmanwillbegddtled.Rthesolarpanelsp.d,cemorepawerthanis used by the bulldln&the axcesapower Rowa back Into the uUliry ji4 • - "Ddthrovghanetmn<rto be available far other power users. _ _ - i I* . _ All metal p-ImJ,dInqsolar panel forme:,mkro-lnwrtan,and moundnH raffs amemundee using the manufacturers remmmendee ' grouMins mnhatl and WEEBtechrobeyakne wtth p6AWG Dourdlnewlre. � __ 0 OFlbtq c The bulldlrp was can detl In 1950. _ 'ANDREW ,. a•°'"a 'r''� :. .. r OESTEpRE1CMER +>�' - No'52174 f k- ' Panel tevoutPanel Dimensions 64.57In x 39.37 in System Weight 846lbs - -..,...,•..,«." - Slamped and Blgned for - i .+• Panel Weight 37.481bs Syslern Dlsldbuted Ladd 3.4psf V BtrucNral only.Reference System Square Footage 247 sq It IR=fsuppm izb - the attached Structural letter dS_ Racking Weight 26016s Actual Point Load Max Spacing 4 ft - instead of the plans for all - - - 'a'6'49 _. .. Micro-Inverter Weight 61.6lbs- Total numberofR)Penetrations 56 w1oUlabOnS. - MaxAllowableRallOverhang 161n - • Members are Heny Fit(NortA)allowing 235 lbs per Inch thread depth ._ ... - Notef:Use S/16•x4•Xn Xmdstvinhv Stn/top Scmvs - - Variables • Note l:R lsv➢➢art Members tneix6 _ h 17ft aft Pnet Dame 8.9 psi , Note 3:Ecefibdum Ere XRackfag Note4:lx6 - •. H 24ft Wind Downf- 8.9 PSF �'odrp';f. -40.2 psi RoofPltch 22 degrees Wind Uplift -40.2 psf 8 SA Load Combinations wMaz 103 p1f < v 110 mph Kst 1 1 IDI ID2 ID3 jUalft I I Max Span 4ft kN Snow Load 30 psi Exposure Category B - Dead Load D 3.4 3.4 3.4 2.1 psf Actual Span- Oft N $ , Roof Zone 3 A 1 Snow Load S 30.0 0.0 221 5 0.0 psf Rd 360lbs ri E 565 I 1 0WL• Pit. 0.0 8.9 6.7 -0O.i psf Ru -011 lhs Q Total Load P•' 33.4 12.3 32.6 38.1 psf Required Thread Depth -L751n K , Distdb TL 89.9 33.2 87.7 102.6plf Actual Thread Depth 3.25In G . wn• 6 •OWL.-Design Wind Load ••Absoluro valves are ladlmtadforthe calculated quanddes of P-Uplff and w-Uplft - a .. Glossary of Terms for Load Calculations h Bulding Height A Atllustemat Nemolorhelght X BUI1tlIn8least Horkonta R-fMM Rmfi,itda 1 Importance Factoraf for IW,famgyrnldenm - v seek Wind Speed DESCRIPTION OF Snow seed Snow toad R Module tength perperdk.Vhr to beams Rpfiana R.M. Rd .1.Load-MadmumDow f m. WORK&LOAD E EXactiveRoofAma Ru Pointlaad-Upllft CALCULATIONS Roofione5etheck-ph 0-am B-SubuubanslnOe hmAy dwelling Run Ovwrdwarce Net 0"1"Oownfarea Pressure Category v ' an.irIt Nn DaIga UPllft Pmaaure • , IDt Topographic Factor P Y`'-2.1 g - Typical Section rk 4C, '�.. 2.7 kW UC Photovoltaic Soler AmY �1 1, •. Ni The sole,array is mmpdsed of 9 W NON 2 300 Me,,BI k h x pah m um.Thep-la are mounted using the Enbrl Em X solar ' mountingailtothebulldings2.6,spacedatl6m.Eachsola,p...11,-hed to an Enphase M25D60-2LL-522 ralao-ir ert-laa Z �' I A c' mounted to the Emllbdum Eco X ran directly beneath the panel. ce- r �•� .M ��l " Nr " ThemlatpmhprodumDCpowerwh,,M,dbysunlisM.TheMpowerbconvenedto240VACpowrattbelrae.,.Micro- \ % '� /' t O Z O - InvertersereconnectedInstrings with am,xlmum number of 16 mlcrp-Inverters In eachstring. This y-wnlbegdd-ded.Dthesolar panels produm more pawerthan b aad bythebulldlnbthe uttn power flaws back into the .. utilhygddthmughanetmet,,Wb,,olleblefe,o erpoweruw,. - -MI Tetal pads lmluding aelar panel frames,Tlao-lra,erh,m and mouMing alb are gre-ded using the manuhcturels recommended - - grounding method and WEEBtadnologya long with s6AWGgmundlrlRwlrt. -' - - The building was constructed In 1950: - - �yZH OF* _ ANDREW. �OESTERREI¢MERy. A o.62174� `1}\ • Panel la5•aM ONAL Pane/D/menslons 14,111n x 19.17 In System Weight 5441bs '_ +' \ "•-`"`� - ' Panel Weight 37.48lbs System O'arlboned Load 3A Psf System Square Footage .. ac 2.6167q 1bs APoota gSht1ea10fntUpfeddl Oennldy.eRlgEn(BeIdE fn0Cfe . - k, a Oft �CC�po URking Weight adMxSpaclnB f Miv inverter Weight 39.6lbs ITabolnurnbe-fiNmr)'Penarothonr 36 lnsieatl of 012 Plena lOr ell - MaxAllowableRa/10-turng 161n CdICUIdIIOnb. - rev - .. allowing Ibsperinchthrenidepth - .:. � - - Nmel:Cate 6/26'x0'NU Nevd Stv/n/us StM lap Soews'- - ' .. Variable s - N1te2:R00fSUPport McM1x,1 e2x6 - - h 14.Sft 'aft Poet Downforre 1.9 pat Note 3:Emllbdwa Em X Reding Note4:2x6 - .d N- �22ft Wind Dpwnf- 8.9 psf Pnet.Up11R -40.2 psf Roof Pitch 22 degrees Wind Uplift 40.2 pd IS 5.4 load Combinations wm.x 103 pif v 110 mph Xzt I I IDI ID2 ID3 UPIIft I M.Span 4 ft _ Snow Load 30 pad.. Exposure Categmy B - Dead Load D 3.4 -3.4 3A 2.O paf Actual Span -4ft O 8 I r R J2ane 3 A 1 Snow load S 30.0 0.0 22.5 0.0 Pad Rd 359 lbs C r up - E 565 I -1 - OWL' Pnet 0.0 &9 6.7 -40.2 psf Ru 411 lbs p �0i` Total Load P'e 33A 12.3 32.6 38.2 psf Required Thread Depth 1.751n O AKI,TL $9.9 33.11 87.61 102.7plf Actual Thread Depth 3.251n s O •OWL•Design Wlnd Lead 11Abm1ute value are lndlmtedfor the calculated qumddes ofP-ILpllR and w-UpflR Glossary of Terms for Load Calculations h Bullding Height A Adlusanent Factor for height _ N BUIIding leant Hadrontel RmfPheh Roof Pitch / hepona-F-01of forasinglefamilyrtsldence v -1,Wind Speed DESCRIPTION OF .Sara.Laad snow Lead R Module length pegenolml,,to beams Rmf-. Roof Zone Rd Paint laad-Ma.ImamDewnfP,. WORK&LOAD e ERettMe Roof Ara, - R. Pointlaad-Upiin CALCULATIONS Roof Zone Setb,cklength Eapesun, B-Suburba,,Imle family dwening - Pnetaawnforte Net 4zlan Oownforte Pressure Lbtepary Prrct Uplift NM D,U'In Pressure RN Tapogaphic Factor PV+2.2 • - - C s f Typical Section Nla aI ' 2.7 INr DC Photomhalc Solar Amax � 5 O o L 1 BI hr Th a l,are mountetl usl the Emgbrlum Em%sohr - 'Th..tiM raylsmmpds]M',2 GNeON 300 Mono W,s Wnek, ep ne ry t,r 1 w d • Quoting rail to the bulltlings3x6,spattdat 36 ac EaN solar panel is attadsedto an Enphaze 1,125060.2LL-522 mkmirneneralm -med to the Emlibdum Eco%all directly beneath the Wn1. Z 12 - G x Th olor Wnehproduce DCWwerwhenstackby,,,IigM.TheDCrowerhmnwrtedto240VACpoweratthe1nver.,Micro- • _ Inverters arc-meted In stdnBs with a madmum numher of 36 micron-in each string. s � $ This system will begdd-tkd.Ifthesolarp..kproduce stare pawdrthankusetl bythe bulWln&the aces power flaws backlmo Ne • \�' ,,, utgAy Bdtl threugha net meterto b4 avaikbk far other power users. - . 'I All metal parts lnd,dln solar anal faro mlum4nrveners and m,,Mh all,are Wntled u,I the-,fiactmersremmme detl n W 8 p es. 8 D rib mundl method dnd WEER teshml elan wIN A6AWG mundi wire. r - - - - - - " e ne oily 8 8 nil ' The bullding was vmsu.ttetl In 1950. N:0FANA 9 r° - ANDREW w OESTERREICHER a No.52174 Panel Layout /OVAL Panel 0/menslans 64-171nx 11.111n System Weight S44lbs ^'• .�.I. . Panel Weigh t 37.48Ibs System DlstrMutedLoad 3A psf sysremsquareFooraae >s9sgft R_fsuvporc 2x6 Stamped and signed for - Cam' Racking Weight t67lbs Actual Pont Load Mas Sp-Ing 4fi structural only,Reference - Qw�_�r Micro-Inverter Weight 39.6lbs Total number of Roof PenennIons 36 the attached structural leR2 MarAff-ble Rail overhang 161n -Instead of the plans for all . a calculations. allowing lbsperinch thread depth ^ - - A Note]:Use S/]6'x4'Na NmdSMlnlen 6ted(aa Variables Note2:RmfSuppan Membersore2x6 ., _ h 12.3 ft 3 ft Pnet Oawnfarce 8.9 ad Note 3:Emlibdum EwX R11,119 Note 4.]x 6 N _ H 1aft Wind Downfurce 8.9 Psi Peet Uplift 40.2 psf Roof Pilch 22 degrees - Wind Uplift -40.2 psf a - SA - Load Combinations wMa% 103 pH V 110 mph or 1 IDI ID2 ID3 Uplift I Maxspan - 4ft jjV A Snow Lpad 30 psf Exposure Category 8 Dead Load D 3.4 3.4 3.4 2.0 psf Actual span. 4ft - g R-f2one 3 A 1 _ ' Snow load 5 30.0 0.0 22.5 0.0 Rd Rd 359lb, C F E 565 1 1 DWL• Pnet 0.0 8.9 6.7 40.2 psf 1 411 Ras 6 < a' Total Load P'• 334T 12.3 32.6 38.2 pst Requlmd Thread Depth 1.751n Z� w O F OlstdhR 89.9 33.1 87.6 102.7 pR ActuelThreed Depth 3.291n Irrj a - p >a> f •DWL•Design WlndLood -. es ,. ••A6satu -t..-Indlmtedforthecalmlatedquadtlnof P-Uptlftandw4lpiUt Glossary of Terms for Load Calculations h eu11,INg Height A Adjustment Factor for height R sullding Least HodmMal - Rmfmh -Pitch I hepmance Fecund foraslM1.Mhh1ly-Wentt v v easW camaSpeed DESCRIPTION OF Steed Snawwad 8 Medulelengthpem,,dimlart,bexms WORK&LOAD Rmf2one Roof2one Rd POInt Lead-Mud-0ownforce - E ERecth,tReefArea Ru fthn W,d-Uplift CALCULATIONS Roof2oneSetbackLength Expmum 8-Suburbansingle family d-fling Piet Opwnfprce Net Oeslgn Downfarce Pressure c,seaorr Peet Upat Net Oeslg,UPIM Pressure Kn Topopaphic Factor PV-2.3 S a .. Electrical Diagram for Potter-9.6 kW DC Photovoltaic Solar Array Eversrouce Account Number-1438 308 0059 - -AC Dlxomectw1thln IV of the ut111tvMeter Nn�ryObvmmbO cmniNm: o l"'a'. ��i Z, ------ -_ .._. -- 2 Potter,Timothy&Colleelrr 228 Poponessett Road'=,. 'I; - _ G s v P. M .. - Cotult, A 02635 S 0 _______ o g c!� .52 Mom6rs lmaaen. 'ohm. l rnase emm iaoamp- ' _ _ oc«nm:r nwo 6.mw mmw.lml. .. f.—Mbq'6iw-ier _ arcxreklEbcamid ` obruneai - • Gmwtl'e6m-Naaabo Meat wWin; - FATON Mvoela •�, IE.hWa). ` - Inverts Me6el:M80.6PHLSII - plapu[tio11 R. • m .. .. t19tS't .Mort oc apum: 'as Vot: .. .OG222NRa .. •' '. • Mv6 pmirer bEerrenC - -. - 'zsow ♦ 40 AinP TM 4ruY 16 pmcb mrman: llpmi eI GC Vona¢e al/HIB. .. - - - - 1 -Ma♦M[unmC ID�me Fmoy D. - � - i6 •I.115X• .'m 'm 'mrMD. ' Clime a:aakei .' Tvo wampw.a mnooimra mW art NeWat ':—_ Gmerpmr _ C .. _ 1 W,hatft a Mean frTol - m,M; 1 - tilpu:mama 1 I Imnmo. 'p G �� m 1 ni6s:ilwX.nivm.zaope mp�don, ."+1. '.1 1 nlaa:ixaN.lxwx-zc—a:wna L r ekp:bNe Meal malt - 1 I Gene- nutometle ' �: t ......- - -._._-- I 1 Tr.n f.,snntah- r Wlre Caleg2 nipa:itlnwTl-wn-zttmpn, amnnu6r ..;b;wlmle lm.ae ae,.er,mr '' t W 66-nMn.3Xwru(oPw Gomm°I: 1 'Tretnra , - .T6k6rr6V 16'parch/Moran M--elMaon preM l•mMuh p57v61cne Enphpse nt CamWnm- I> ,1:wcrm:m6lm, sl.. 1 sWKk. ppup�llsb Gmmtl I.poa.Mmmn. 111 sonmp0.i9o16 armtee mr aecepenfe� 1•llppb-he:Mea:omauh 1 Ti •• .^ m -. 16 61atliX� .2a 26Amp - I - I - . mCimrlt Breaker, 131136 TNXll1MWN2.mwpll. .. I., l .. ... WI(e Ulcpl _ t T . r E; .. :' EdrWal6orlmp ¢0 + Timm®6Bem F O ,ryp0 $ � u . ELECTRICAL DIAGRAM PV-3 Electrical Diagram for Potter-9.6 kW DC Photovoltaic Solar Array - ' Eversrouce Account Number-1438 308 0059 Calculation for PV Breaker .. CPVT IrcuHCo nductAs PrV Circuit Conductors, CIculation for Mein PV Breaker AGCombinertoPV rray' kpY Irtercannection•LST . l 0u+114 _ - sysmm current=' Bz x 1 = a2Amps - Minimum B 10 AWG -- 4 Minimum 06,AWG oeign Amperage= 32 vs% 40Amp, 'WIRE SIZING CALCULATION' 8 4 AWG for 60 degree rating at 60 Amps: = uo% uo amps :2011/2014 NEC Article 310 Main eau Bating ioo . ' WIRE,SIZING CALCULATIONS" .• " Full Load Amperage: .. 16- - - 2011/2014 NEC Asticle 310 Exutingmain wreaker = ioo Amps Source,Voltage.,.-..,. ..:240" Full Load Amperage - - 32' _ o ' m o- -' Max solar Breaker 1m 1-) 100 20 Amps Length'of Run(Feet) '65 Source Voltage 240. - S 0 •Length of Run Feet - :25- - - Crcultpl= - 16 x ix125%- 20Amp, yLead DL. Continuous Load (Feat) COn[InuOUa C3-1te2- I6 x Ix U5%- zOAmps Conductor Type. .- TFIWN-2� - .. trio.Type - `. - ContlucforMatenal..::.........Coppeq� Conductor Type ..:.:.._::THWN-2 - - Conductor Location -.:Dry or Wet .Conductor Material :Copper,. = Conductor Insulation iTemperatu a 90°C - Conductor Location -Dry or We t,. - •Rooftop Installation:NEC 310 15(6)(3)(c) ,Conductor Insulation Temperature-90,°C .. Distance Above Roof .....:Above 13 mm to'90 him[aboye 1/2 inch'! Temperature ---- 26.30.°C=78-86°F ) c'la 31/2 inch] -. Cermit 7 Temperature Rating ..60'C ..- Ambient Tem rature Averaga.0u[sitle Temp -90 Deg.F 32:2 Deg-'C l Type: n9 Phase 3 Wire(2_phase conductors&neutral) 00 Jemperature Adder...-.....:.. 40 Deg.F 22 Deg.C City.of Circuit Cunem-Carrying Conductors:2 . . Conductor Requirement: .. W m . Adjusted Ambient Temperature--.:130.0'Deg.,F 54.2.Deg.C' Full Load Amps _:32:0 I. - Terminal Temperature Rating.:..:60°C-' - - Load Duty Multiplier ;.1.26 Circuit Type::Single Phase 3,Wire(2 phase.conductors&neutral) L . Temp.'Multiplier..::.1'.15 _ - .'Oty.of Circuit Currard Carrying.Conductors 22 Cry.Conductors Multiplier:110'- r - - Addtional,Cunem-Carrying Conductors;,...::2 — - Required Conductor Arrrpacity:d6.0. - - ,Total City.CunentCarrying Conductors"...:4 - Terminal Requirement: - - Full Load Conductor Requirement: 32.0 - -Full Load Amps.-- ....;.16.0' - - Load Duly Muftipli........:A.25- - - Load Duty Multiplier.. 1.25. Ambient Temp.Multiplier. 1:32. - Required Terminal Ampacity-:40-0 - ` .. Oty.Conductors Multiplier:US - Selected Conductor. Conductor Ampacity...- ::75.0 _ .Required Conductor Ampacity:33:0, Ambient Temp-Derate...:.:0.87 - °Terminal Requirement. - Oty.Conductors Deride i 1.0 .. y" L` ._ Full Load Amps -..-:: :16:0; u�. _.-. -Load Duty Multiplier-. .:1 25' - Adjusted Ampacty...:..:.-65.25 - - - - SELECTED CONDUCTOR'SIZE:6 Avag, - Required Terminal Ampacity:'20.0 - 2;x Ohms/Mi1Ft x Length x Amps 2 x 0.491 x 25:k 46.0 Selected Conductor. ` i = = - _ 0.79 • Conductor Ampacdy. ;, -• 1000 x Oty Wires per Phase 1000 x V _ .40.0 Ambient Temp.Derate .0.76. Volts At Load Terminals...... 239.21 •- ` -. - City.Conductors Dernte. 0.8 - Actual.Percent Voltage Drop_:0.33 Adjusted Ampacty.. 24,32 - .. .. .. - - SELECTED CONDUCTOR SIZE::10 Awg{ - - - ` Electrical Notes 2 x Ohms/MilFt x Length x Amps 2 x 124 x 85 x-33.0 I)Alle.ulpmaatm be 11dad.nd I.W.d rorltsappnuBon. VD= - —_ -=3.3T - .. - 2)MJw,dudonah,Ilbeopp,4ntad ror90C..dand-1 m.at•.M.,, 1000 x Oty Wire.per Phase 1000 x 1; t omerwm nare. Volts At Load'Tenninals.....-:.236.63 Actual'P , ncrt Voltage Drcp..:-1.41' ... al Workhd dvaa n.m enund el MwaM witting a ledtlol e4ulpmem,h.11 .. ._ G r b mmph prltA NEC310.16 _ Gi , 4)All VAn terminati-0,11 benp ,lately dbela,!,M nadih„bebla. - a Z 4Ih4 - • G 0 - G ' s)Module gaunding o0mmba instelletl between module hams entl module - .. - o G mpppd nik pergnuntlln8.8p manuhdunnimbudbn. n v ?�i.'.. fit MONle support all to be bonded to contlnw—ppw GECA,MEB Ng par NEC 690A(C). w 71 Nmedw povnr mam beaker to W tooted at botmm of W,per NEC : - 690.6410)(7). 8)AC combiner mnab.h.11 W labeled a,°inverter AC eo.w.r pe.r. sl want aeansv nam..nc nan,nr1.be l.dl—d o.1—end maNlm M, - ELECTRICAL NEC 11031B) CALCULATIONS lo)w—or--bnak.r to ba wxabl.for b.ckfead par NEC 690.64(a)Is). PV-3.1 N String and Conduit Layout. • " - e - 0Nw - Potter,Timothy&Colleen.Residence Electrical Review - 228 Poponessett Road Cotuiq MA 02635 - - • z Taunton,MA Office:Keith Anderson Reviewed By:Melissa D.(610-680-0805) r . Financing:Purchase(Hudson) (32)LG NeON 2 300w Panels with(32)M250 Inverters - - - - - - PV meter type:Enphase RGM(Envoy S) „ - Envoy location:Outside Internet Connection:Cellular • - - - Main Electrical Panel:100 Amp Thomas&Betts -. - ... Utility:Eversource .. .. ". .. .. a .. .. '¢. a12 Circuit Calculations: 32 inverters x l/Inverter=32 Amps x 1.25p 40 FLA. ' • ' - Enphase AC Combiner with:(2)2 pole,20 Amp circuit breakers,(1)1 pole,5 Amp circuit breaker(for Envoy S) - - - Interconnection Cal cu lations:N/A,Li ne Side Tap Interconnection will be a Line Side Tap in the gutter space of the generator transfer switch located outside by the utility meter.From the LST,Install wiring to a 60 Amp Fused Disconnect Switch with 40 Amp fuses mounted adjacent to the utility meter o . From the Fused Disconnect Switch,Install wiring into the Enphase AC Combiner.From the AC Combiner,run exterior conduit up the wall then along the rake and wrap up onto the roof.Continue along the roof surface and solar racking to the two - junction boxes located under the two arrays,as shown in the drawing.From the second junction box run conduit along the ridge Iine,then up the wall and wrap onto the roof.Continue across the roof surface-and solar racking to the junction box -- located under the final array,as shown in the drawing.All roof mounted conduit must be at least 1"above the roof surface and flash supported properly.There will be two circuits of inverters to the roof. 4- T Ridge-Down,On"Ceriter _ t,'e [01Clrcult--1 (16) ! L' Rake:1` 17' Clrcult 2 416). 29-A" .. Junctlon BOX .-RoofAIX R /Z. .. Aspahtt Shingle. • hl O End,Cap On center It- -Trunk Cable Roofsn G Aspahtt Shingle ^' On Center - .12'3" h < N ' Exterlor Conduit: . �: o f ® ► kd� Ridge:Down 1' 14'S" STRING& CONDUIT LAYOUT 8,W , Meter Overhead PV-4 AOstructures Inc. PO Box 413 Carnelian Bay,CA 96140 • 916.541.8586 structures www.AO stru ct u re s.co m • February 19,2016 + To: Direct Energy Solar e ' 15 Ave.E Hopkinton,MA 01748 Subject: Certification Letter Potter Residence ` 228 Poponessett Road Cotuit,MA.02635 To Whom It May Concern, , A jobsite observation of the condition of the existing framing system was performed by an audit team or client of Direct Energy Solar.All attached structural calculations are based on these observations and the design criteria listed below and only deemed valid if provided information is true and accurate. On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements.The observed roof framing is described below.If field conditions differ,contractor to notify engineer prior to starting construction. The roof structure of(Roof A)consists of composition shingle on roof plywood that is supported by 2x4 rafters @ 24"o.c.with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 7'-6",with a slope of 20 degrees.The rafters are connected at the ridge to a -- and are supported at the eave by a load bearing wall. The roof structure of(Roof B)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c. with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 11'-0",with a slope of 25 degrees.The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. The roof structure of(Roof C)consists of composition shingle on roof plywood that is supported by nominal 2x6 rafters @ 16"o.c. with ceiling joists acting as rafter ties.The rafters have a max projected horizontal span of 11'-0",with a slope of 25 degrees.The rafters are connected at the ridge to a ridge board and are supported at the eave by a load bearing wall. The existing roof framing system of(Roof A)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(Roof B)is judged to be�adequat6 to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of(Roof C)is judged to be adequate/to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary. a ' The spacing of the solar standoffs should be kept at 48",o.c.with a staggered pattern to ensure proper distribution of loads. Potter;Residence, Cotuit, MA 1, AOstructures Inc. PO Box 413 Carnelian Bay,CA 96140 A • 916.541.8586 structureswww.AOstructures.com Design Criteria: • Applicable Codes=Massachusetts Residential Code,8th Edition,ASCE 7-05,and NDS-12 • Roof Dead Load=8 psf(Roof A) -- 9 psf(Roof B) -- 9 psf(Roof C) • Roof Live Load=20 psf 9 Wind Speed=120 mph,Exposure B • Ground Snow Load=35 psf - Roof Snow Load=24.5 psf Please contact me with any further questions or concerns regarding this project. Sincerely, ANDREW OESTEM HER Andrew Oesterreicher,P.E. No,52174 9 0 `4 Project Engineer � • F�'/g�(FR� ' StddVAt. Digitally signed by Andrew Oesterreicher,PE Date:2016.02.1917:22:43-08'00' { � e ' r , f Potter Residence, Cotuit, MA 2 , AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 . 916.541.8586 www.AOstructures.com Structures Gravity Loading - Roof Snow Load Calculations p9=Ground Snow Load= 35 psf, Pf=0.7CeC�lp9#zw x .�� '. _! r (ASCE7 .Eg71) Ce=Exposure Factor= 1 ' (ASCE7-Table 7-2) 114'. 4 . Thermal Factor= 1R,� (ASCE7-Table 7-3) =Importance Factor= 1 - Pf Flat Roof Snow Load` 24 5'psf' _ Ps=CSPf (ASCE7-Eq 7-2) . Cs=Slope`Factor= 1 , L _ ps=Sloped Roof Snow Load= m^ 24.5 psf 1 PV Dead load=3 psf(Per Direct Energy Solar) - Roof Dead Load(Roof A) Composition Shingle 4.00 Roof Plywood�21 2.00 r ' 2x4 Rafters @ 24"o.c. 0.73 4Vaulted Ceiling 0:00 :(Ceiling Not Vaulted) Miscellaneous 1.27 + Total Roof D_C Roof A 8.0 sf DL Adjusted to 20 Degree Slope 8.5 psf Roof Dead Load(Roof B) Composition Shingle 4.00 Roof Plywood u y R 2.00, 2x6 Rafters @ 16"o.c. �1.72 _ Vaulted Ceiling r» ,0.00 „(Ceiling Not Vaulted) Miscellaneous 1.28 _Total Roof DL(Roof B) 9.0 psf ; DL Adjusted to 25 Degree Slope 9.93 Roof Dead Load(Roof 0 Composition Shingle 4.00 Roof Plywood_~ 2x6 Rafters @ 16"o.c. y 1.72 °s Vaulted Ceiling ` - 0.00 °;,(Ceiling Not Vaulted) Miscellaneous 1.28 t YT Total Roof DL(Roof C) 9.0.psf_ . DL Adjusted to 25 Degree Slope ~9.93 Potter Residence, Cotuit, MA 3 AOstructures Inc. 790 Carnelian Circle Carnelian Bay,CA 96140 . 916.541.8586 structures www.AOstructures.com Wind Calculations Per ASCE 7-05 Components and Cladding InputVariables Wind Speed 120 mph Exposure Category' B R Roof Shape Gable/Hip .Roof Slope 20 degrees Mean Roof Height 20 ft ,w w -y, Effective Wind Area 77, W =19 3 ft - Design Wind Pressure Calculations_ " Wind Pressure P=qh*G*Cn y qh=0 00256 .Kz*Kit"Kd*N 2 al ; Kz(Exposure Coefficient) 0.7 (Table 6 3) h _ Kzt(topographic factor) 1N- Kd(Vllind Directionality Factor) 0.85 W (Table 6-4) U(Design Wind Speed) 120 mph ry, y Importance Factor 1 (Table 6 1) 4h 2193 i Standoff Uplift Calculations x, . Zone 1 Zone 2 Zone 3 Positive n MCP. 086z �T151 -237042 '(Fig.611) Uplift Pressure 18.91 psf -33.12 psf -52.03 psf 10.0 psf (Minimum) X Standoff Spacing v 4 00 a 4 00 00 ' = 4' �..,. ._. Y Standoff Spacing= 3.50 1.75 1.75 Tributary Area 14 00 :v 7 00 Z 00 - 3 R .: - , Footing Uplift= -265 Ib -232 lb -364 lb Standoff Up lift Check i Maximum Design Uplift= -364 lb Standoff Uplift Capacity = 400 lb 400 lb capacity>364 lb demand.Therefore;OK Fastener Capacity Check Fastener 1 5/16"dia Lag _,Number of Fasteners �1 -„ * Embedment Depth 2.5 Pullout Capacity Per Inch 250 Ib Fastener Capacity- 625 lb _Nwl'F F.S.of.1:5- 4171b - 417 lb capacity>364 lb demand Therefore,OK Potter Residence, Cotuit, MA 4 AOstructures Inc. 790 Carnelian Circle • - Carnelian Bay,CA 96140 ` 916.541.8586 structures www.AOstructures.com Framing Check (Roof A) PASS w=72 plf Dead Load 8.5 psf PV Load 3.0 psf Snow Load 24.5 psfRafters@20,67c., _! 0 Governing Load Combo=DL+SL Member Span T-6" Total Load 36.0 psf Member Properties ' Member Size S(in^3) I(in^4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 1650Fb11.5E @ 24"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 1650' x 1.15 x 1 x 1.15 Allowed Bending Stress=2182.1 psi Maximum Moment = (wLA2)/8 = 506.439 ft# = 6077.26 in# Actual Bending Stress=(Maximum Moment)/S 1984.5 psi Allowed>Actual=-91%Stressed =- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1500000 psi Per NDS) _= 0.5 in Deflection Criteria Based on = Continuous Span ' Actual Deflection(Total Load) _ (w*L"4)/(185*E*I) 0.265 in = U340 > U180 Therefore OK Allowed Deflection(Live Load) U240 0.375 in Actual Deflection(Live Load) = w (w*L^4)/(185*E*1) ' 0.181 in U498 > U240 Therefore OK Check Shear Member Area= 5.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 709 lb Max Shear M=w*L 12 270 lb Allowed.>Actual--38.2%Stressed -• Therefore,OK Potter Residence, Cotuit, MA 5 AOstructures Inc. 790 Carnelian Circle • Carnelian Bay,CA 96140 916.541.8586 Structures Iwww.AOstructures.com Framing Check (Roof B) PASS w=50Of, Dead Load 9.9 psf PV Load 3.0 psf Snow Load 24.5 psf 2z6 Rafters @ 16,o c..i=-. Governing Load Combo=DL+SL Member Span=11'-0"; Total Load 37.4 psf Member Properties Member Size S(in A3) I(inA4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 1 SPF#2 @ 16"o.c. Check Bending Stress ,. Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment =(wLA2)/8 = 754.846 ft# . = 9058.16 in# + Actual Bending Stress=(Maximum Moment)/S 1197.8 psi r. Allowed>Actual•79.7%Stressed -- Therefore,OK Check Deflection a Allowed Deflection(Total Load) = U180 „ (E=1400000 psi Per NDS) 0.733 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load), _ (5*w*LA4)/(384*E*I). = 0.565 in U234 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.55 in... Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*1) 0.370 in U357 > U240 Therefore OK Check Shear Member Area= 8.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear Fv*A = 1114 lb Max Shear M=w*L/2 = 274 lb Allowed>Actual••24.7%Stressed.-- Therefore,OK r - Potter,Residence, Cotuit, MA 6, AOstructures Inc. 790 Carnelian Circle • Carnelian Bay,CA 96140 916.541.8586 structures www.AOstructures.com Framing Check (Roof Q PASS w=50.plf Dead Load 9.9 psf PV Load 3.0 psf Snow Load 24.5 psf �' V�W Rafters @ 16"o:c. Governing Load Combo=DL+SL J Member Span=11'-0" Total Load 37.4 psf t. Member Properties Member Size S(in"3) t 1(in"4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3' x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL"2)/8 754.846 ft# ` = 9058.16 in# Actual Bending Stress=(Maximum Moment)/S =1197.8 psi Allowed>Actual-79.7%Stressed •• Therefore,OK Check Deflection f Allowed Deflection(Total Load) = U180 (E=1400000 psi Per NDS) 0.733 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) (5*w*L"4)/(384*E*I) , = 0.565 in = U234 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.55 in Actual Deflection(Live Load) _ (SWL"4)/(384*E*1) 0.370 in U357- > U240 Therefore OK Check Shear Member Area= 8.3 in^2 Fv(psi)_ 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w*L/2 = 274 lb Allowed>Actual--24.7%Stressed -- Therefore,OK •r Potter,Residence, Cotuit, MA 7. L %p LG .. F• . • Life's Good a - LG Ne® lackUM. LG's new module,NeONTN12 Black,adopts Cello technology. ! Cello technology replaces 3 busbars with 12 thin.wires APPROVED PRODUCT to enhance power output and reliability.NeONTm 2 Black O 60 cell demonstrates LG's efforts to increase customer's values GVE C E °S I��m? - beyond efficiency.It features enhanced warranty,durability, Intertek v performance under real environment,and aesthetic design ° erne s6es Ph 7m� SEiNN61215 suitable for roofs. Enhanced Performance Warranty = G==• High Power Output �GGaa aiieia B G 59s@,�•.• LG NeONI 2 has an enhanced performance warranty. 6E€;;° a Compared with previous models,the LG NeONI 2 cG.a.E fflu �: The annual degradation has fallen from-0.7%/yr to �6 i6='— has been designed to significantly enhance its output "'•�� E' -0.6%/yr.Even after 25 years,the cell guarantees 2.4%p ® �ee•9 e• efficiency,thereby making it efficient even in limited space. more output than the previous NeON"I modules. Aesthetic Roof Outstanding Durability .. ff-sli— e��€:N11111110 1"EG1 g • With its newly reinforced frame design,LG has extended �_____ LG NeONT"2 has been designed with aesthetics in mind; vi::-GaaGGs'• thinner wires that appear all black at a distance.The lEl;1E1'11EiN ,the warranty of,the NEON'2 for an additional 2 years. v° 8Sr1R!•! � !}T !9 product may increase the value of a property with its Additionally,LG NeONI 2 can endure a front load up to modern design. 6000 Pa,and a rear load up to 5400 Pa ee;,e Better Performance on a Sunny Day i.1 Double-Sided Cell Structure e'`"L_ LG NeONT14 2 now erformsbetter on Bunn da s thanks a=i P Y Y : G;o GQ The rear of the cell used in LG NeONT"12 will contribute to p to its improved temperature coefficiency �•i 1....n .,generation,just like the front;the light beam reflected from a4aa 7Fa° - J e ag§ the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program m - 1985;supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the first Mono X11 series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,NeONTM(previously known as Mono X®NeON)won"Intersolar Award;which proved LG is the leader of innovation in the industry.. LG Ne® '2Black 23MM g Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell Vendor LG MPP Voltage(Vmpp) 32.5 Cell Type Monocrystalline/N-type MPP Current(Impp) 9.26 Cell Dimensions 156.75 x 156.75 mm/6 x 6 inch Open Circuit Voltage(Voc) 39.7 a of Busbar 12(Multi Wire Busbar)! Short Circuit Current(Isc) 9.70 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 18.3 64.57 x 39.37 x 1.57 inch Operating Temperature(*C) -40-+90 Front Load 6000 Pa/125 psf Maximum System Voltage(1/) 1000 Rear Load 5400 Pa/113 psf I'* Maximum Series Fuse Rating(A) 20 Weight 17.0±0.5 kg/37.48±1.1 lbs Power Tolerance(%) 0-+3 Connector Type MC4,MC4 Compatible,IP67 *STC(Sandard Test Condition)tbradance1000W/m',ModuleTempeature25"C AM 1.5 Junction Box IP67 with 3 Bypass Diodes The nameplate power output is measured and determined by LG Electronimat its sde and absolute discretion *The typical change in module effidentyat 200 W/m'in relation to 1000 W/m'is-3.0%. - Length of Cables 2 x 1000 mm/2 x 39.37 inch Glass High Transmission Tem red Glass F � � Electrical Properties(NOCT*) Frame Anodized Aluminum , • . _ '_ 300 W Certifications and Warranty Maxmum Power(Pmpp) 218 MPP Voltage(VmPp) 29.5 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP Current(Impp) 7.38 ISO 9001,IEC 62716(Ammonia Test), Open Circuit Voltage(Voc) 36.5 IEC 61701(Salt Mist Corrosion Test) Short Circuit Current(Isc) 7.83 Module FrePerformance Type 2(UL 1703) =Noa(Nominal Operating cellTem,reamre)ztr>adianceaooW/mzambienttemperatue20-Q indspeedln✓s Product Warranty 12 years Output warranty ofPmax Linear warranty*Q Dimensions(mm/in) (measurement Tolerance±3%) ,Dolan mean •1)lstye ..98%•2)After 2nd year.0.6%p annual degadatioq 3)83.6%for 25years Temperature Coefficients NOCT 46±3 aC PmpP -0.38%/aC -`-�C' � Voc -0.28%/aC .o x oa. x.iT _omaz- - ,.. . .. rugaA6m smssa.rmw Isc 0.02%/°C _ Characteristic Curves loom - 600w - 6w mlaan - 4.00 400w 2.00 200W oa.ym, ,\ varry.M oDa 5.00 1a00 15.00 2oA0 2500 30.00 35.00 40.00 45.00 s Isc . . ------------------------------------- ---------------- aa„x w --------------------------------------------.----------------------------------------- 40 ...............---------------------------.--------------------------------------- e - e -00 -u ° 50 . 715 90. •The distance between tfie renter of the mounting/grounding holm LG .North America Solar Business Team Product specifications are subject to change without notice. LG Electronics USA Inc DS-N2-60-K-G-F-EN-50427 !� LiWs Good 1000 Sylvan Ave,Englewood Cliffs,N107632, Copyright©2015 LG Electronics.All rights reserved. Innovation for a Better Life Contact Ig.solar@lgecom 01/04/2015 . „www.lgsolarusamm r s Enphase®Microinverters Enphase@M250 0 ^ ! 3f The Enphase® M250 Microinverter delivers increased energy harvest and.reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage®Cable, the Envoy® Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-power -No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation -More than 1 million hours of testing -Maximizes energy production required and 3 million units shipped -Minimizes impact of shading, -Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [ � enphase S�® E N E R G Y C US r Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-3001N Maximum input DC voltage 48 V ^ Peak power tracking voltage 27 V 39 V ; Operating range 16 V-48 V ' Min/Max start voltage 22'V/48 V - Max DC short circuit current 15 A Max input current tf . 9.8,A , OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 250 W 250 V11, Rated(continuous)output power 240 W 240 W Nominal output current ,: 115 A'(A rms.at nominal ) 0 A(Aerms at nominal duration) - �.duration .. ; _ Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range s H60.0%57 61 Hz i $ 60 01 57 61 Hz.' Extended frequency range 57-62.5 Hz 57-62.5 Hz Power factor. 4.95 = kd,r ,. 'r `. >0.95 3: .71 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current '; 850 mA rms forb6 cycles` ,. : , K.,850 mA.r`rris for 6 cycles , EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.0% " x Peak inverter efficiency Static MPPT efficiency(weighted,reference EN50530) 99.4 Nighttime power consumption r 65 mVV max MECHANICAL DATA Ambient temperature range -40°C to+651C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 171'mm x 173 mm x 30 rrim(without mounting bracket) Weight 2.0 kg Cooling Natural convection No fans Enclosure environmental rating Outdoor-NEMA 6 - FEATURES Compatibility Compatible with 60-cell PV modules. w Communication Power line e Integrated ground f+ +. The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is proviided in the Engage Cable.No. • additional GEC or ground is required. Monitoring r Free lifetime monitoring via Enlighten software ` Compliance UL1741/IEEE1547,FCC Part 15 Class B,CAN/CSA C22.2 NO.,0-M91, 4-04 and 1071 0 01 r "Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, @nphaS@® - ' ff 1 _. visit enphase.COnl L � E N E R G Y , 0 2013 Enphase Energy.Al rights reserved.All trademarks or brands in this document are registered by their respective owner. m SOLARMOUNT Technical Datasheet§, - OOUNIRAC A HILT[GROUP COMPANY SOLARMOUNT Beam Connection Hardware SOLARMOUNT L-Foot Part No.304000C,304000D , L-Foot material:One of the following extruded aluminum alloys:6005- T5,6105-T5,6061-T6 _ - Ultimate tensile:38ksi,Yield:35 ksi r Finish:Clear or Dark Anodized • L-Foot weight:0.215 Ibs(98g) Allowable and design loads are valid when components are Bea assembled with SOLARMOUNT series beams according to authorized Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 Y"A 6 hex head screw and one errate ASTM F594 Ya"serrated flange nut Flange N •Use anti-seize and tighten-to 30 ft-Ibs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory . NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw,or other i attachment method 301 Applied Load _ `Average Safety , Design Resistance ,3XSWTFOR Direction Ultimate Allowable Load Factor, .Load . Factor; w�RowARe i Ibs(N) Ibs(N) FS lbs(N) m tox Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 1 2.28 323(1436) 0.664 m SOLARMOUNT Technical Datashe-e-ts, Ins U N I .. - A HILT[GROUP COMPANY SOLARMOUNT Beams Part No.310132C,310132C-B,310168C,310168C-B,310168D . 310208C,310208C-B,310240C,310240C-B,310240D, 410144M,410168M,410204M,410240M Properties Units SOLARMOUNT SOLARMOUNT HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) pif ' 0.811 1.271 Total Cross Sectional Area 'in2 0.676 1.059 Section Modulus(X-Axis) in" 0.353 0.898 Section Modulus(Y-Axis) ; in 0.113 0.221 Moment of Inertia(X-Axis) in4 0.464 1.450. + Moment of Inertia(Y-Axis) in 0.044 0.267 Radius of Gyration(X-A)is) in. 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254° 0.502 `Rails are extruded using these aluminum allays. 6005-T5, 6105-T5, 6061-T6 SLOT FOR T-BOLT OR SLOT FOR OR 1.728� �"HEX HEAD SCREW Y4"HEX HEAD SCREW SLOT FOR 2X SLOT FOR " BOTTOM CLIP 2.500 BOTTOM CLIP ' 3.000 1.316 SLOT FOR 3s"HEX BOLT SLOT FOR 1.385 + 3� HEX BOLT .387 r .750 �. 1.207 Y s Y• 1.875 4 Lb X IL.`X_ r SOLARMOUNT Beam SOLARMOUNT HD Beam Dimensions specified in inches unless noted I ::U N I RAC unirac Code-Compliant Installation Manual SolarMount ASCE 7-05 AND ASCE 7-10 ' Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(pIf) Using the distributed load,w,from Part H,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for each Unirac rail type,SOLARMOUNT module length,B(ft),by the Total Design Load,P(psf)and (SM)and SOLARMOUNT Heavy Duty(HD)in table 14. dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module The L-Foot SOLARMOUNT Series Rail Span Table uses a single is supported by two rails. L-foot connection to the roof,wall or stand-off. Please refer to w=PB/2 the Part III for more installation information. w=Distributed Load(pounds per linearfoot,plf) B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foo4 psf) „ Table 14.L-Foot SOLARMOUNT Series Rail Span SM-SOLARMOUNT HD-SOLARMOUNT Heavy Duty y Span Distributed Load oundsfnear f000 (N 20 25 30 40 So 60 80 100 120 140 160 180 200 220 240 260 s 2 SM SM. sM SM SM SM SM SM sM SM 'SM, SM a SM''' SM , SM SM. 2.5 sM sM. SM SM SM SM sm,- SM. . SM sM SM- sM- SM + HD':=• HD r HD SM SM SM SM SM3 SM sm SM'. sM SM SM HD HD t HD,, HD HD. 3.5 SM SM SM SM y' SM' 'SM,•» SM � .SM SM-'. SM''y-'HD `k�HD' a HD j HD'� ' SM SM SM SM sm 3 4 SM SM. SM � SM- HD" HD '_ HDR .HD 4-5SM SM SM SM SM, SM SM. SM HD HD°, HD 5 SM SM SM SM Sm- sM ' SM SM � HD HD: HD _ v 5.5 SM SM- SM SM SM SM sM 9HD r HD,' ,HD IA 6 SM sM sM SM SM .;SM_ SM is ayHD HD 6S SM . SM SM SM sM sM SM HD HD ir, 7 sM 3M SM sM SM. . .SM I HD,' HD:+j 7.5 SM SM SM SM SM SM i HD'r +HD 8 SM sM SM SM 'SM _S_M t HD HD ` 8.5 sM SM. SM SM SM HD� HD 'I 9 SM SM sM SM iG'-HD HD HD'�I L 9.5 SM SM SM SM .J HD,,`HD c f s 10 SM SM SM HD" HD 10.5 SM' sM sM HD HD HD II SM SM T HD, HUI HD.. aHD', I L5 HD"SM +'WD µ ,:HD„`' HD HD'' - 12 SM .� HD HD HD "HD HD Page - y 26 is TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ca Map Parcel_ 0 Application # � G I Health Division �� �� Date Issued Conservation Division Application Fee Planning Dept. Permit Fee c Date Definitive Plan Approved by Planning Board - V x' O Historic - OKH _ Preservation/ Hyannis - ~, J• Project Street Address Vil_ lage C®� � IwQddress 6 zbv41 Permit Request Al aaA%Lyt zl?,� Square feet: 1 st floor: existingAroposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay oG `T Project Valuatio//n �0x—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 IV Historic House: ❑Yes )16o On Old King's Highway: ❑Yes t(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: gGas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ 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: - .. C) .Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . Commercial ❑Yes kNo If yes, site plan review# _? O Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) � r -- �- Name � ep ne Number Address � � License # Cd Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTI G FROM THIS PROJECT WILL BE TAKEN TO � 5/^ SIGNATURE 01 DATE t. FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED I r MAP/PARCEL NO. s ADDRESS VILLAGE t OWNER r , DATE OF INSPECTION: 1 FOUNDATION SoAV5�s� FRAME 3 � v(l t INSULATION y FIREPLACE ELECTRICAL: ROUGH FINAL ' c PLUMBING: ROUGH FINAL ' I GAS: ROUGH FINAL- a j FINAL BUILDING I DATE CLOSED OUT - ASSOCIATION PLAN NO. Town of BarDstable Regulatory Seryices r xxxsrA�[� = Thorinas F. Geiler, Director XASS 16s9 ,� Building Division Thomas perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601' www.town.b a rnsta b l e.m a.us Offices 508-862-4038 Fax:.508-790-6230 FLAN REVIEW 4?P' .20 Owner: B 7TC—k Map/Parcel: © GIct © � O Project Address 7-ZS fines eff kU CT. 'Builder: t�ltrk7e- The following items were noted on reviewing:, �L<FS$ � irif•IN Zy of '�Omoa2 P-30 Dy u.eRi�AM-` �'�IP�' REQwrnE L y�R.V 2RFz�2 Zo -role P ATE Co�z-g;e �� New oe� To �x I ST[NCrm � �ETq le.S Wot dbl0�h� I ►'tey LDE W ty.aow '�j4oTG`-�X(trrJ 0 E� 7t?0 CI'hRC 5'361.,Z.1,ZVIA- Q lv�,�� t�.a-s u• 8+rn��a[Es.s l�Ewu.[�-c—d, 1"�- 7130 �1uR 6�0 6. 3.3. ReY-ie.we� by: _ i Date: 5�1&41 • 4 r C � The,Commonwealth of Massachusetts Department of Industrial Accidents' Office of Investigations 600 Washington Street ;r Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl _Name (Business/Organization/Individual): Z& X 7 _ Address: <City/State/Zip: . ✓ T— one #: Are you an employer? Check the.�appropr' to box: IType of project(required): 1.❑ I am a employer with 4; ❑ I am a general contractor and I employees(full and/or part-time).* have hiredithe sub-contractors 6. .❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have •g. ❑'Demolition • workingfor me in an capacity. employees and have workers' Y9.* `Building addition [No workers' comp. insurance comp. insurance:$ required.] 5. ❑ .We are a corporation and its 10.n Electrical repairs or additions 16. I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself No workers' com right of exemption per MGL Y [ P• 12.❑-Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#I 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. lContractors 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. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration.date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year 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,vefification. I do her:y�rtify under the p ena ' s erjury tha formation provided above is true and correct. Si natur r Date: r i Phone#: Official use only. Do not write in this area, to be completed by'city or town official City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Lnstruction..s. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,.partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter havebeen presented to the contracting authority." Applicants N, Please fill out. the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinnation.of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the'permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pen-nit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if rlecessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license'or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 TeJ,#,617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.mass.gov/dia ATYC Guide to i-Yood Coms-tr-uction in High Wiled Ai-eas: 110 frrph Whid Zone Massachusetts Checklist for Compliance (-7so cn11R 5301.2.1.1)' - Check .. Compliance 1.1 SCOPE WindSpeed(3-sec. gust)................................................................... ................................................ 110 mph WindExposure Category............................... ...........................................................:....................................B Wind Exposure Category............ Engineering q Project .......................................0 ....En tneerin Required For Entire Pro' 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories RoofPitch ...............................:............................................(Fig 2) ..................:......................... 12:12 ✓ Mean Roof Height ...................................:... . (Fig 2)...............................:.............. .. 9 ft <33' ✓ Building Width,W ................................................................(Fig 3)................................................. (o ft 580, ..� Building Length, L ...........................................................:...(Fig 3)..........:...................:.......:,:........ ft 15 80' ✓� .. Building Aspect Ratio(L[W) ................................................(Fig 4).................................................... _<3:1 ✓ ' Nominal Height of Tallest Opening2 ....................................(Fig 4)......................:........:_....:.......... to-� �6'8" ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)......................... .......:. 2.1 FOUNDATION ` Foundation Walls meeting requirements of 780 CMR^5404.1 Concrete............................................................................. ConcreteMasonry.................:.................................................. ............... .......................................... 2-2 ANCHORAGE TO FOUNDATION a 5/8"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general ...:......................................(Table 4)..............................,.................. in. Bolt Spacing from endrJoint of plate .................:............(Fig 5)..................:................. in.:5 Bolt Embedment-concrete.........................................(Fig 5)...... ...............................:.............!t in.>_7" Bolt Embedment-masonry....................::...................(Fig 5).....:......;.......................... in._>15" PlateWasher..:.............................................................(Fig 5)..............................................>3"x 3"x 1W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55) ✓ Maximum Floor Opening Dimension...................................(Fig6 - Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... ✓ Maximum Floor Joist Setbacks Supporting Loadbearing Waft-or Shearwall......:.........(Fig 7)..................................................... ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Oft <-d J FloorBracing at Endwalls....................................................(Fig 9)...................................................... ......... Floor Sheathing Type (per 780 CMR Chapter 55). .........:............ .. ..... Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter 55)........:.:........... in. ✓ Floor Sheathing Fastening ................ Table 2).. d nails at in ed e/!'3-in lield 4.1 WALLS WallLodbearin walls.................... F. / Heightf • g ........:_..........................(Fig 10 and Table 5).:...:...,--............ ft _<i0' - Non-Loadbearing walls............:..:................................(Fig 10 and Table 5)......................... ft s 20' 6 Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................._1k in.5 24'o.c. Wall Story Offsets .....................................................:..(Figs 7&8)............................................ ® ft s d J 4.2 EXTERIOR WALLS' Wood Studs ✓ Loadbearing walls........................................................(Table 5-)..............................2x - Weft 0 in. _ Non-Loadbearing walls................................................(Table 5)..............................2x 47- ft in ✓ Gable End Wall Bracing' Full Height Endwall Studs............................:...............(Fig 10).::...................,............................... .. WSPAftic Floor Length....:...........'.:. (Fig 11)........... :.. ft z..W.../.3 ......................... . ✓ Gypsum Ceiling Length(f WSP not used)..............y.s.(Fig 11)............................................ ft>-0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)....................: ....... .......................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking_ @ 4 ft spacing in end joist or truss bays Double Top Plate Splice Length ................................. (Fig 13 and Table 6) ` 8' ft Cnlic-('nnnartinn (nn- of 16d common nails)..............CTable 6)........................................................ -_ ATVC Guide to I-Vood Construction in High liYind Areas: 110 tnph hVind Zorrcr Massachusetts Checklist for Compliance (780 01115301.2.1.1) Loadbearing Wall Connections Lateral(no.of 16d common nails)....... .......................(Tables 7)..................................................... 7- Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... 2f .� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).,................................ 3 ft�in. 5 11' SillPlate Spans ........................................................(Table 9).................................. ft-in.5 11' Full Height Studs (no. of studs)....................................(Table 9).................................................... 7.- ./ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................A ft_-A--in._< 12' Sill Plate Spans............................................................(Table 9)...................................A,ft_�in.5 12' Full Height Studs (no. of studs)....................................(Table 9)........................................................ ?.► Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W �� Nominal Height of Tallest Opening2 ...........................................................I.............._....b'�5 6`8' �. Sheathing Type....................... ( )....................... note 4 ..................................................... —V% 14 Edge Nail Spacing................................,.........(Table 10 or note 4 if less)........................ 3 in. Field Nail Spacing ..... ... .....: able 10 ................................................. I in Shear Connection(no.of 16d common nails)(Table 10).......;............................................... Percent Full-Height Sheathing...................:...(Table 10)....................................................(aI 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2....................................................................... 6'8' SheathingType..............................................(note 4)..................................................... I Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ T in. Field Nail Spacing........:..............................:..(Table 11)..........................................,....... i in. Shear Connection(no.of 16d common nails)(Table 11)...................................................... 'r Percent Full-Height Sheathing.......................(Table 11)....................................................ao % 5%Additional Sheathing for Wall with'Opening>6V(Design Concepts).................... . Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ..............III; ft:5 smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift........................................,.......(Table 12)............................................U= %Irj plf Lateral.............................................(Table 12).............................................L=-.11t,plf Shear............................:..................(Table 12).............................,..............S= pIf Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................. p lf Gable Rake Outlooker...........................................(Figure 20) ............. 0 ft s smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= i lb. Lateral(no.of 16d common nails)...(fable 14)......;w...............................L=alb. Roof Sheathing Type....:...............................................(per 780 CMR Chapters 58 aEg 59) ............. Roof Sheathing Thickness.._..................................:...... ........................................... in._>7/16-WSP, Roof Sheathing Fastening Table 2 Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 ' b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1.8a and Figure 18b 2. Exception:Opening heights of up to 8 ft..shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and T1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. Town of]Barnstable pFIHE} Regulatory Services sAwvs'rAaLE " Thomas F.Geiler,Director ; , " MASS. t6)9 ,�� Building Division .Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.,ma.us., Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print . CDATE: � �/ ' 10B LOCATION: number street village[, / :.HOMEOWNER 37�� name home phone# work phone# i CURRENT MAILING ADDRESS: city/town state. zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. - DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended.to be,a one or two-family dwelling,attached or detached structures accessory to such.use and/or*farm structures.'J6"_ person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations.- . The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimu ced res equirements and that he/she will comply wit-kosaid procedures and r 1 ments. Signature of Homeo e Approval of Building Official Note: Three-family dwellings containing_35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor:" Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a.supervisor(see Appendix Q,' Rules&Regulations for Licensing Construction Supervisors,Sec6on'2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons: In this case,our.Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,:: that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community, Q:forms:homeexempt of t�ram• sARNWAHM 9� "�: ,� Town of Barnstable Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us• Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) t Signature of Owner Date Print Name ,If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 I, k r � , r Lo'r� 50 U J aR � ar LOT q7 Fo'r "GoT Lax-cNAa,���s t Lo I � (Q e. 0r- Ner-b6 FmK.g67L, � PEE ��� GE• ci FWU A � F .- L IrvalMctO�cx�M ��--� 71 � �N vA1, RWD pf-AJ'1J. klaZT ,�. PO PONE -'seT �Qt� . TI _ D PL'i RAN jL.. . [.•vr �o, A�-�s:=oar /�a� 2Z8 off- F'R +QFZ Foie: "rrM + GoDU..geN %TT(=-,' � �ovw►ao � � f �-r. ,�r M A ►escEA L QAT _ o L�Q..e[n,N eY; CIVIL ��� �•�'� P�sc� �C�SNE�NG P^,� RSscxaPT�1 r MF D'- s Town of BarnstablePermit: FIHETgy,o Regulatory Services ate: Thomas F.Geiler,Director BARNsrABLE, ; Building Division ABL y� MASS 039: $ �0 A a Tom Perry, Building Commissioner �FDMA'1 - `. . Gdt ��� - ,. 34 200 Main Street, Hyannis,MA 02601' 3 �(.� , www.town.barnstable.ma.us Office: 508-862-4038 �- �Fax"�i508-79 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT z� o Owner: �G% o/� CS/ �9�2 Phone: \, Q Install atp��� Map/Parcel: C� Date: lV Cj� Sto New Used B. Type: Radiant/Circulating / C. Manufacturer: Z �tx;O , W1 b. No. Z-�L. #ItIl, /6j6j,�- D. Model No.: Chin ey A. e /Existing (If existing,please note date of last cleaning457ee /;7 B. Flue Size ZZ C. Are other appliances attached to Flue? //Q D. Pre-fab Type and Manufacturer—ApiWl E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: Installer Name: ddress: s' Phone: �] r� Location of Installation: W�,POT APPROVED BY: 4-r—r -/Ot- p3 0 Please make checks payable to the Town of Barnstable 5 *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 122801 i -� oFINE T � Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. `s 059. Building Division prED MPy a. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection P Location 2 y To--+9m^ 5 Se4.-&- C-7' Permit Number ar V 1 Owner Builder - One notice to remain on job site, one notice on file.in Building Department. The following items need correcting: ( r r_ 1. L PJ TCD I� i )cli-07J s �T G _7-7- RF �� ii v r 7` JP 7�L l ( Z w (jv 1-106 — 3 77d ���� c Y��'�' �F��-� c/. Please call: 508-862-4 for re-inspe on. Inspected by �. Date -7 �_ { l Town of Barnstable Regulatory 5eryxces xxsrl�[ Thomas F. Geiler, Director BaUding Division Thomas Perry, CBO,Building Cora=ssioner 200 Main Street, Hyannis,MA 02601' www.town.barns-ta b le.ma.us Officec 508-862-4038 Fa_x 508-790-6230 PLANREV W 4?fO 20 l j oaa 4 ( Owner. /'a 7rr--k Map/Parcel: zZ® �orws�•IeaQ eT. Builder: 't"'4 ,7et l'roject Address • The following iferns were noted on reviewing: �Nswm-*nota u.pv'lQ& — FL-ao rQL n•tyN 30 7�Er. y R��r�e Rr�e fl r R is 6E o►Q �- New 1Q,port. -rb E -1 Sn NC�r Amu.st lele-Zc.S SOT 3b��1� 'SA;T•J PEnl, 780 CMR w �� �asu �+��ta� s 12c-cau��-c--d P 71�0 �IitR 6/06. 3.3, /- Reviewed by: 1 Date: v. `pF I E 7; Town of Barnstable BARNSTABLE. • Regulatory Services 9 MASS. i6S9• �0 Building Division prED MA'S a. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type f Inspection o Location 2 s 564- " c.z' Permit Number c?n 2- Owner ( TrC--1z Builder One notice to remain on job site, one notice on file in Building Department. T>4611 owingf items need correcting: 1 u�T�� ag � Please call: 508-862-4 -N for re-inspe ion. Inspected by Date TOWN QF BARNSTABLE BUILDING PERMIT APPLICATION Aj--e, f yU *� Map Parcel d Permit# 0 Health-Dim v onT)02.. �S�� Date Issued l z __Z Con ation'Division j P 6 Application Fee Tax Collector 2-- Permit Fee a 6 3. 3 a Treasurer SEPTIC SYSTEM MUSS'BE Planning Dept. INSTALLED IN COMPLIANCE VM 1TME 8 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TWIN RECUTION`' Project Street Address C5RO_20C�_ Village Owner O P077;z7e Address RI-36.� Telephone ��' C}—3 Permit Request ® a EZe Lr,- C A--7Z—&4,e s Q , Square feet: 1st floor: existing proposed 7e3 2nd floor: existing 'proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 61J 00.6 Lot Size r &3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 4- Two Family ❑ Multi-Family(#units) Age of Existing Structure _PZ) Historic House: ❑Yes ®-No On Old King's Highway.. ❑Yes dlo Basement Type: ❑-Full �.Krawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Z Half:existing X/ f_ new r Number of Bedrooms: existing� new Total Room Count(not including baths): existing ti new First Floor Room Count Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New_� Existing wood/coal stove: ❑Yes CEMo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size ShedXexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0& If yes,site plan review# Current Use Proposed Use L BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATUR DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PAR.GEL NO. of ADDRESS VILLAGE,'' t, OWNER '� 1 { , `t '•� �,; 1 '. c r DATE OF INSPECTION: FOUNDATION K f FRAME �� •" �� INSULATION IA( `0.�) r 11 r FIREPLACE 47 , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH,_.; ,i FINAL GAS: ROUGH ' '! ` FINAL FINAL BUILDING, fK k: lo r DATE CLOSED OUT r ASSOCIATION PLAN NO. , p o r I __ The Commonwealth of Massachusetts _� - - Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit location phone# Ydd �3;r.5-�' city ❑ 'I am a homeowner performing all work myself. ❑ I am a sole ro netor and have no one worku in a, ca achy an e 1 er_ rovidin workers' compensation for my employees working on this job. t.:YYYY:<?•;>:.}YYY:.;::;:.::. Y:.}:t.:;Y:.Y:.Y:Y:;.Y:.:;.YY:>Y:;.::tt.>Y:.Y:.: I am mp oy P g....................:.::: :..:::.::.........:...,.,.....::.::::::.::...........::.::::::::::::::.:::::::.::t:..:.. :cow n:•Yii :a + rss ELWNII ``In fElslilanC. <ar1. I.am a sole proprietor, general contractor, r homeowne circle one) and have hired the contractors listed below who have lion olices: �::.. . r cow ensa orke s the followingP ......................:::::..:.:.......... :::.:...:.::Y:::Y4M::>::.�::::::��.: %%?�OIliU y "`yin E s +v %ii,;;;tit,,✓,.•;::%:%:�:;:::%:::%:%5£"r:%::'>::%::::Y2%:%Y�%:;:::i::%:�%:::%?r:Y;��%S:%r4:%:%:%ri:s::%:;:�;;<:t`:�;:�::::%�:;�<i:>:%:%;:^�:Y:;:;:%::i::•'::;•>Y:Y:YY:;•t•• :�f'5::%':%:'•:%::i%:%Sit:%:%3:3:%';�':'£::;:�3% ?�%�%:%�%rir:%:%:;Y>'.; �:::...... ............• ..:: :....:........::...:.....tit, ...:. .. .. .. .t...............:................. ,::•::is i:•:::::•:::i}:v:•i':•::•:::::::::::Y•i'•:Y:•Yi.............;............... vr...::.: ...: {•t:.•:)••::: .... .. .. .. ................r...............................:..r............ ess.. ` ... .. ... ....................::.................................:::.::.v:::::::::::.v:::.:v:::::::::.v::::::;::•:•:Y.v:•i:.i:::i:•}:;•:�}'•Y••;i:Y:i:?•:{•}i:•i:•i;•}r•i.J.\•:::::•::.::::::•:.v:::::.,•::::•. .. .:..::..........:..............:.:v.v::::::::::.�i:::::..•:�:::::::::: :::::::.v;:-::::...:•::::::::::.:v::._:::.: ...:v.v::-::r:::rv:::•:::v;::-.v::J:t..}'.:}..:•.v.v:::•:r:r:r:t•::4nw:.vu::+:v:.w:::-•..�4.•: n•.v- r.•n•:•. .............. .................. ..........................:•::::w::..... .r.v. •i'v:.t........ .. ....:.. .�{y;H;!!-.:n::::?:•:nv.v:.`::::?•:{::.+.:::v::.?•.:..::.n............:....................t t..,v::.. ..r.....r ............. .....:.. ..... ...n. :n�, ..... .... ....;•:;••• ♦.v::•'r:4;.:v:::.,::•::::.......:......{v.,•.Y..rtv.•...v:, �tY�+.....:.....;.:.. .. ...... .. .. .. .. ............... ... .:...v :: :::::v:. •v::•. w:::::i':i:;:•::'%:t4t4:%%>ii'::.v::::•Y...... ................................... ............. ........ .. .. .. .. .. ... ..:1M!! :.... ... ........... ...... .... ... t..... ......... :{i%iiii};t?ii'•}'•:;ii:Stt{?:i::' .........Y..... ... ,. .. ...f... ... .. .. ..... a. ..v.... .... ....n.....:... ci. .............. :..............................:....:..:::.......:...........:..:....:.......- •••c.. ..i.• .................:.:.....'fi:t?}:tiLi:?ty"4�$j:iiiti i"•::'. •itii;:i:•:::i:•:::t;v:::}:i:•.v,...•?i:;::%iiiRiY}}:•.. ........... :vy:•Y:•Yyt• .............. ... .. :... ... .::Y:-...+,.t•:, :tt;., ,.;Y: •� :;..., :.� :?%icy. �.a %in9�Lait�C•CD;; :+:Y.::.,:::•:::>:•::. :. �: :>:�:::•:::._ Yi �.�•.. r.�:-:'.. '• :: .: .tt'•'�:�...�: �?c':::`.. >Y.� �l,ll�lll :C%ii: .::.:.:..:.:.......:.....i:•`rtiti;{i<%:v%i:{`;-:iY:?{;•YY:ti�•:4: . -:�:j•:}:{::%:�$:%iiii:4ii:%:<%:•?:%:�!i%:ititi•�:%ie�%'riiii�i:>.;:5�:%i2Y%iiiiv,i:':;i;%r'J ;{r,:{:±:\ti4:t%:tit%j�:..+ .nv• :ii: ?: ............................... ....... .. .. ........ ... ..... .........n........................ }..........:::.�::.v::{�i::ti:::�:?•:�i':.::.:........:........:•.......:.:..:.Yii::.}:i:•}:^::•}i::t;6:???w:i?v:::�i??pY...`.}. ess 'a 9r,. jQ� �:%ti•: ........... :......... .......... . . :....... ......::.....:.::......:.�:.::..::.:.:..::::::�:.:.::::::,::.:;-.Y•:::::::::.......r::.:Y;Y:•::•YYYYr �.;:,:::::: X4i:•i:•:•i:•i::•:Jijt;•:iii:tiyi:•};i?jr?:•:••:::-.:.:'U:::::{?::4:•i:: .......:::::...:::...... v.{•::.�,'�y- ...... ... .. ... .. .... .. .;............. .....�.:.:: :::4:J}?:vt ?.Qt..-':'.v.tit{:��:••:'?'..•i;:}:i�%?:�%s:?':�i':%Y:.Y:4i:?i•: Failure to secure coverage as required under Section 25A bf MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification -- I do hereby c� Fains-and-pe of- r, that-the-information-pr-ovldedabove_is_icuye_aud correct=_ Date �C�� ��o� Signs p��f °� s� ' Priest name d J V Phone# �' 7�� ) / 11,11-1-11 official use only do not write in this area to be completed by city or town official city or town: permit./license# OBuilding Department ❑Licensing Board ❑ ❑Health Dee pp checkif immediate response is required OSelechne Office artment , contact person: phone#; ❑Other O vIud 9/95 P7f) Information and Instructions ha ter 152 section 25 requires all employers to provide workers compensation for their General Laws c P Massachusetts employees. As quoted from tlxe"law", an employee is defined as every person in the service of another under any contract of hire, exp ress or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of representatives of a deceased employer, or the receiver or ed in a joint enterprise, and including the legal ep the foregoing engag ] rp , trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a ..- dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of ' another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the' commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation ands supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The-affidavit should be returned to the city or town that the application for the permit or license is Accidents. Should you have any questions regarding the"law",or ifyou being requested, not the Department of Industrial are requi=06 obtain�a workers' compensation policy,please call;the Department at the number listed below:. City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of t}ie affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please.,. be sure to fill in the.p enseernutc number which will be used as a reference number..The affidavits may lie'rtp the Departmei by;niail:or FAX unless other arrangements have been made: y. a. The Office of Investigations would like to thank you in advance for you cooperation and should you have anyquestions. . please do not hesitate to give us a call. The Department's address,telephone and fax number: The'Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ; 4 Boston,Ma. 02111 fax#: (617) 727.7749 phone#: (617) 727-4900 ext. 406, 409 or 375 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WOPMHEET NEW LIVING SPACE '1 square feet x$96/sq.foot= / 02 x.0031= 3 3 3 plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.1� , >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building Permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) gip_ �d Deck _x$30.00= (der) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 ` Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee G 3 projcost aad Two-ram0y Rokkadmi BuddhW HaMd wtm i precripthe PscksSa for On* - MA?aMUM 111QYQ111JM (llaldag . Glaring c ung wau Floor a..0 gab fjCCLII .�� temm Area'(•/.) U-value R-nlue� R vxhwa &valid Wa1i P Patinae SI01 to 6500 He -duet DeSree Dam Q 12!'a 0.40 31 13 19 f 0 6 Nosmri R 12, 032 30 19 19 10 6 N°�1 S IZ:'. . O30 31 13 19 10 6 L7 AFVE � T 13%. 036 . 35 13 23 WA WA Normal U 15% 0.46 31 19 19 .10 6 Normal v 15`/0 0.44 31 13 ZS WA WA 13 AM w 15% CU2 30 19 19 10 6 1S AFVE x 18% 032 31 13 Zs WA WA Normal Y 11•/. 0.42 31 19 21 WA WA Normal Z 12% OAZ 31 13 19 10 6 90 AFUE AA 18% 030 1 30 19 19 10 6 "ARM 1•. ADDRESS OF.PROPERTY: G©iztl% • 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING' / 00 4: %GLAZING AREA(#3 DIVIDED BY#2): ✓ S:'SELECT PACKAGE(Q—AA-see chart above): : NOTE: OTHER MORE INVOLVED NiE'THODS-OF GENERGY REQUIREMENTS ARE AVAILABLE.-ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q•forms-080303a Footnotes to Table J5.2.1b: ". d Glazing area is.the ratio of the area of the glazing assemblies (including sliding-glasskyli doors, sehts, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area. expressed as a percentage. Up to 1%of the total glazing.areamay be excluded.from the U-value requirement. For example;3 ftt of decorative glass may be excluded from a building design with.300 fl of glazing area. = After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, oz taken:from Table 11.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling R-values do not assume a raised or oversized truss construction- If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may-be substituted for R-3 8 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing ('if used). Do not include exterior siding,.structural sheathing,and interior drywall.For example,an R.19 requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus 1-6 insulating sheathing. Wall requirements apply to wood-frarime or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. a The floor requirements apply to floors over unconditioned spaces(sneh as unconditioned erawlspaces,basements, or garages).Floors over Outside air must meet the ceiling requirements. ' Tf:e entire,opaque portion of any individual basement wall with an average depth less than 50%below grade must me=, the same R-value requirement as above-grade wails. Windows and sliding glass.doors of conditioned W!,ements must be included with the other glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more ,. than one piece of heating equipment or.more�than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency requited by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES:: a) Glazing areas and U-values-are maximum acceptable.levels.Insulation -values are minimum acceptable levels. R=value requirements are for insulation only and do not include strucuuai components. b) Opaque doors in the building envelope must have.a U-value no greater than 0.3.5.Door U-values must be tested and documented by the manufacturer in.accordance with the NFRC test procedure or taken,from the door.U-value in Table J1.5.3b. If a door contains;glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,.wall,flaor,_basement wall,.slab-edge,or crawl space wail component includes two or more areas with different insulation levels,the component.complies if the area-weighted average K value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U p - value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). . ' - 43 i � w < < < QUOTE > 3 ? SHEPLEY WOOD PRODUCTS,INC. 01-10t e # 000040552 216 Thornton Drive Hyannis,Massachusetts 02601 1-508-862-6200 FAX 508-862-6012 B Customer No. HUPRIC Job No. 00003 S t ) RICHARD S HURST H QUOTE FOR POTTE R JOB L I L PO BOX 208 P T 9AGAMORE, CIA 02561-0208 T Q 0 SPECIAL QUOTATION y --- -- -� I INSTRUCTIONS TACCEPTED BY A DATE CUSTOMER --T SALESMAN REF.NO. OUOTED P.O.NUMSER1 _ 1_4 1 TERMS PAGE 101212 2 i LOUISE D10ECCA OUANITTY UIM -` DESCRIPTION UNIT P _ �-RICE U'M AMOUNT -4 1.00 RL I LIFOSEL50 SILL SEAL FORM 50'ROLL 1/4"X 5-1/2" 3.'a4 ( IIL i 3.94 5.00 616 I PT 2X6X16 #1 .25 ACQ PRESERVE 12.89 PC 64,43 1.00 PC I LP0'20610 l PT 010 #1 .25 ACO PRESERVE PC L?020 � 7.95 � PC I 7.95 ��.00 PC ! LDA0000000_��.? COMMON ROOF TRUSS e8 -- 6/12 PITCH 96.76 PC I 1995.48 ` *I APPROX i-WEEK LEAD I 23.00 PC L.EAJ091228 i 1 JOIST AJ910 9-1/2"X28' 36.95 PC .349.91 1 r 4,02, PC LER09121E RIM BOARD 1-i/8"X9 it2"Xi6` 36,53 I PC 146.12 6.00 PC LF021016 2X10X16 SPF KD #2 & BTR _ 12.99 ( PC 77,95 I 1.00 EA LMEL31208 L.ALLY 3-1/2"X8' CEMENT COLUMN I1f 18,08 I EA I 54.25 3-1/2" CAPS/BASES PER COLUMN 27.00 PC LSP734ULT6CF j PLYWOOD 3/4 T&G ULC FIRISPRUCE i 21.1? i PC 570.55 15.00 PC LF020616 ! 2X6X16 SPF KD 12 & BTP, I 6.56 PC 98.46 j I 3.00 PC LF020EI . 12X,CX14 SPF KD #2 & PTF 5,74 PC 17.23 i i00.00 PC LF0206083 2X6X 8 SPF KD STUD i 160 PC 359.76 i E.00 PC LF02041E 2X016 SPF KD #2 & BTR I 4.31 PC ! ?5.65 50.00 PC LF020408 2A4X 9 SPF KD STUD 2.34 PC 116.77 .00 PC LF@2081E `XN 16 SPF KD #2 & BTR 9.03 PC 54.15 900.00 I LF LFSTRAP.3 STRAPPING 1X3 I r 0.13 LF 106.48 5/16 BPIF I 30.00 ! PC LSP658CDXF PLYWOOD 5/9 CDX 5 PLY FIR/SPRUCE 16.47 ; PC 494. :0 j 25.00 PC LSP512CDX F PLYWOOD 112 CDX 4 PLY FIR/SPRUCE 1,0,69 I PC 317.16 1.00 RL LIT909100 T'IVEK 9'`I 100' HOUSEWRAP 103.42 RL 103.42 i 3.0P, RL LQPFELIS FELT PAPER #15 432 SO FT 14.00 RL 42.00 j 3.00 I PC LF021216 2X12XIE SPF KD 02 & BTR 17.03 PC 51.08 10.00 EA MTTS34101236 TREAD SYP 3/010 1/2-3E," 8,87 EA 88.65 30.00 LF MBP0110 POPLAR IXIO S4S 7 I 2.6. � LF 80.15 3?.00 BDL LOCWPE CEDAR WHITE PREMIUM R&R EXTRAS 4B/SO I 31.=e1 BDL 1005.1 - BARDOBEC--SBC j 36.00 BDL LRIACDB IKO ARISTOCRAT DUAL BLACK 3BDL/SQ 11.24 j BDL 404.67 1 4.00 PC L.TPPCI@816 PINE 1X8X.16 SFIEPLE7 PRIMED 20.31 1 PC 81.22 2.00 PC LTPPOII016 PINE 1XIOX16 SHEPLEY PRIMED 25.90 PC 51.79 CONDITIONS OF QUOTATION SUBTOTAL I } THIS IS AN ESTIMATE ONLY AND SHOULD BE CHECKED FOR ACCURACY. IT IS NOT GUARANTEE TAX OF TOTAL JOB COST.QUOTE IS GOOD FOR 30 DAYS.THANK YOU. FREIGHT I , DEPOSIT/PAYMENT TOTAL - L---- r ! SHEPLEY WOOD PRODUCTS,INC. Quote # 40004055E 216 Thornton Drive Hyannis;Massachusetts 02601 1-508-862-6200 FAX 508-862-6012 B Customer No. HURRIC Jot, Nu. 00002 S ( ) RICHARD S HIURST H QUOTE FOR POTTER JOB L PO BOX 20E' P T SAGAMORE, MA 02561-0208 T O 0 SPECIAL QUOTATION —^ INSTRUCTIONS ACCEPTED BY X DOTE D CUSTOMER SALESMAN RE:.NO. QUOTED P.O.NUMBER �- TERMS AGE 10r12lt@ 2 LOUTSE DICECCA �2 QUANTITY u." --L- DESCRIPTION UNIT U!M AMOUNT 2.00 PC LTPP0103CPFJ PINE 1X3Xlb PRIMED F/J CLEAR ---- 9,30 18.E1 2.00 PC LTPP010510 PINE 1%5X10 SHEPLEI PRIMED 9.48 F I 19.96 2.00 PC LTPP010E10 PINE 1XF•X10 SHEPLEY PRIMED 4,79 PC j 19.5E THERMATRU SMOOTHSTAR DOOR ` 1.00 EA '010@0000052 TT 9262 9-LIGHT 2'868 INSWING 293.222 EA ! 293.22 6-9j 1 ES4 PFJ JAMB, I X5 PFJ' FLAT CASING PREMIUM ALUM SILL WITH COVER I ! I BORE FOR LOCK d DEADBOLT I STANDARD BUTTS 1.00 EA HSLSKF51 LOCK SET F51 SCHLAGE KEYED ^`' 1.00 EA I HSDDFI B360 DEADBOLT VEY 1 SIDE � �24.85 EA 24:85 1.00 EA I HIIEYL CHARGE FOR KEYING LOCKS ALIKE 36.17 1 EA 35.17 t 1,33 I EA 1.zi A.NDERSEN DIRECT; - I - THE FOLLOWING ANDERSEN PRICES ARE i - BASED ON A FACTORY SHIP TIME OF 5-E WEEKS, ITEMS ARE SPECIAL ORDERED AND I ( - ARE NOT RETURNABLE. I + 200 SERIES WITH CLEAR INSUL GLASS >E 5.00 EA !LD100000005c 7 240112846 WHITE DBL PPNE + . EA 1085.75 I WITH SCREEN & MAPLE GRILLES I � R;D .. ,2".X 4"OPTION i I I I 400 SERIES WITH HP GLASSY 0.00 EA I 'LD10000300525 TW2642 WHITE HP UNIT °72.29 EA 0.0@ I i RO - 32-1!9"X5'-1/4" I i i QUOTE I XP RES 11/11 2002 CONDITIONS OF QUOTATION SUBTOTAL $87672 21 THIS IS AN ESTIMATE ONLY AND SHOULD BE CHECKED FOR ACCURACY.IT IS NOT A GUARANTEE TAX 4'8.3E OF TOTAL JOB COST.QUOTE IS GOOD FOR 30 DAYS.THANK YOU. FREIGHT 0.00 DEPOSIT/PAYMENT TOTAL I $9205.57 r r-rom:Joe madera !)Ut1- 2-5007 To:Rio<Hurst Cate: 10M I12002 Time.:8 112:18 AM ' Page 2 of 2 BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT -US Friday,October 11.200202-21 Single - 9 1/2" AJS 10 • Naive! R Hurst Pcrter BC.' Jod Name - Potter Cus:cmer - Rick Hurst Address Specifier t0e;igrer Joe Mscera City,State.Zip - Cotuit•MA Company: - Shepley Wood Pi ococts Cr Repers - BOCA 99-23,38CCl 9707A, !CBO 5504 Misc. i-1 Joist for Addition I iSaandard Load 40 PSF I t0 PSF OC SpacincJ 16" N �-"• r ,a.}, . . ` kSt 4 t y ,� t s. t •h , M l l Yd 80 Bi B2 327 Ibs LL 933los LL 327!bs LL 70 Ibs DL 14-CC-00 233 Ibs DL 14-MOO 70lbs DL Total Horizontal Length•26-00-13C• General Data Load Summary Version: LS Imoe•is ID Description Load Type Ref. Sturt End Live Dead OCS Dur. S Standard Unf.Area Load Leff 00-OC•00 23-70-00 40 PSr 0 F-SF 16' 10C Merrlber Type: - Joist Number of Spans - 2 Controls Summary Left Cantilever - Nc, Contra!Type Value %Allowable Duration Loadcaee Span Location Right Cantilever - \c Moment 1C 3 ft-Ibs 64.5%3 c(D-.100% 2 1 R-glit End Reaction ?,.7 lbs 54.7% 1oax; 4 1-Leit Slope 0112 Int.Reaction 1167 its 39.8% 1Pf1';'o 2 1-kicrt OC Spacing 16' Con`.Shear 883 Ibs 50.3% 00% 2 1' Right � t Repetitive Yes Total Def!ertien 0026(0.164") 23.4% 4 1 Constniction Type Glued live Deflection L/1184(0 142") 30 4% F, 2 Total Neg.Dell. -0 Oz9" 9.8% 4 Live Load 40 PSF Max.Def!. G.164",Limit:1") 16.4% 4 1 Dead Load 10 PSF Spa+v'Deptl•l 17.7 Fart Load C PSF Duration 100 Disclosure NOTES: The completeness anr,accuracy of Design meets Code minlmum ti i.l24oi'total!oa,1 eflecrion criterla the Input must be ve-ified by an/one Desgn meets Coda minimum(L7360)Live load deflect;an critena. v1?o would rely on the output as Design meets arbitrar7(1")Maximum load de'leclion criterla evidence of suitability fcr a pa:tcular Minimum bearing ies+glli for BO is 1-314". - application. The output above is Minimum bearing length for 81 Is 3-112". based upon building code-accepted Minims m bearincu+engtn for 62 is 1-314`'. . design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accorcance with the current Installation Guide and the applicable buikIng codes To obtain an Installation Guide or if you have any questions,pease call (800)21i2-C788 oefore beginrl no product installation. t Page 1 of 1 BC18 and Versa-Latin are registered tradernarks of Boise Cas;tide Corp. rrQM:Joe rotaeera 5uts-aed-43f ul ro:Rji� Hurst Date 1 Oil112002 Time:0,32:18 AN Page 1 of 2 w_lcome to `Mood Struatires.com- 1-800-341-96 12 Page 2 of 3 STS7545 1422 FMK ,sty 1 p I tiv. 5b ,.--m CM.-w- 10.752 e a a aal wrv -as- 4Jd1 T�4 f1�0I 24.7.124 l•W 7#/ �1•I�e 4.7.12 alma= T , oil 19 ti 4 1a tc 300 Quail ablow *l= Spa on@*1&WOw iI -- --- EI LOADING fi IPAQM0 2 40 "I 12EFC u+! Qao3 "on PILATER GI?N01 016 LI. d2.D @�SowlraG� P4 D.i17 Vretaii) •R.�-091G!2 >B49 1v13D 4Si®1i23 7.0 L paVsaM 1.15 be . 0.91 ver tMU.. •0.43 15,12 ?777 scut- O.D PAD serera Ir— wo t WB 014 ' 14WIM 0.10 9 04 r BCOt 1D.D cud* DOWA S10156 �41 A4.4 let LC aMin.da P= 240 UY�sp¢Y�tot Ib 1807 TOPMaps CH"D I X 4 SPF 7 GCOF 159 op fe %owthed sae ke'bon amtaar perl+n epaai . Ctt4RQ 2 X d OPP i 954F I A R$t CllC.RD' P4W WrV%&ee0Y on canter brtaano. x d W4 Staid •reae.pea P�122X4OfM,2.5-102xA5P"FNe.. e Lsfe Z X&sM 1898P 1.99.Rkhc 2 x a SK 1660F 9.5E' KFAC-Hoes abrrartl s=Iesw}3•t. 2'l A"i3PA•�® FUF +abl-Frst Lead Ce»O WY TOPCiCAD 1.2=57t 2.3=•3057, Ede,?fi85<a•5=•2572.3.5=•251?.lF7s-26E5.?�-•3OS7. D>1��7 I BO:CEiORG ?•12=a§'9, l7-i2e17SS. 19.13='"7'J":, iS-14=17:5.1s9.14a17'SS,11.1b=2S9A wpm s.tx-•m1e.�12■94S,�r1D�J4F-Stlm-BtO MOTU 11 Thk vrrw has been clwc ed tar ucbAKAw bwd v rJaMilW". 28 All PINM am MA®WAO VnIW otherwise iasd6 AWI 31 This tress Its boai9 dead fot a We load of 2C.®Psf t%the baetorn$Now iA au w6w"h a claw ree creamer than 3,6.0 b wcan she banom chord and ed w wArnbars. 4i This tause hags been dsstgsed wllh AMSIl 11.1099 whoic" %%t�1itMosa♦f LOAD CAMS stAA�rd �10 4 FA �+rl,/ Tt:LLlr TaL IPSF1 4 $8 24' 6917d 79.2'vo, STEPHEN-W. th'aCAStER 'ss i d [, a+i®PF"araey P FQs�i,4r . C&BLEF1 � r' ty ��,�Pt1�ie -tso. �• 2,rro wRobt o®�sltli/ ^� CAVIL `: I�•, ; C A L ;z • P fr0.vl��a�y 1ittp:;:`Nc1v%v.,.vsitritss.conz:ti.,IC.n p 10-'11!2002 The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner . 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION �+ G Please Print DATE: / D�/ �;0 0� JOB LOCATION: g d number Y street village "HOMEOWNER!':nY r P06 name �y home phone# work phone# CURRENT MAILING ADDRESS: �V o,� S �� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said proc re ts. ipature of Hom er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often.results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN f COT O so -Titrs p4m zs (_ NOT AP•:� ON AN. 71° ' ® 'i MSNT SURVgY. OFFSC-T (per. 01-1 Nef--z t+mK g472, Fwta� / I \j LAJ �r- � 4 As' of N J�P'S®lam, xz AS :cr F.� wr GN T}t L PWI)PeRt Y A, (�Zggb M: G L! A11 T RXT Ui FOR , ` _ �� of � , l� 1•c�r�+�' ,gar; i r Gi, 74j F�a1C. 1 WWkRD MA-r S't s� IVI A , R S S�'x-ctPYE� aox 2DOZ , t pETHE r Town of Barnstable Regulatory Services *9BMMSTABLE,9* Thomas F.Geiler,Director `i''OIFp �A�O Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions; along with other requirements. Type of Work: �L/�ti"✓ Estimated Cost J D dOC) Address of Work: ���/ � �< Owner's Name:_„ Date of Application: ` 0` I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ElBuilding not owner-occupied NOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor.Name Registration No. Date Owner ame Q:forms:homeaffidav TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel ' Permit# Health Division._ Date Is ued Conservation Division ,� :Fee �l Tax Collector SAS I a Treasurer ��1 66 SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 _ ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board. ;TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address /LpeN,-_�_5 7-7 'C Village G Owner PQ"_I� dT22Qdress A �C�.�' �`7—�62/ZC`%/y�i`D�— Telephone - 07 Permit Request VL GU s' l4z LU Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost Zoning District Flood Plain Groundwater Overlay 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 Z9 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) C Number of Baths: Full: existing � new Half: existing new Number of Bedrooms: existing, J� new Total Room Count(not including baths): existing - new First Floor Room Count < Heat Type and Fuel: XGas ❑Oil Cl Electric ❑Other Central Air: ❑Yes vlo 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 ' BUILDER INFORMATION Name_ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /SiDL� SIGNATUR - DATE ���(�— 0C FOR OFFICIAL USE ONLY PER„�iIT NO. , DATE ISSUED MAP,/PARCEL NO.. ADDRESS i VILLAGE # OWNER `ys; DATE OF INSPECT e FOUNDATION FRAME INSULATION - FIREPLACEur +ELECTRICAL: ROUC�"Fi —9 (� �° FINAL PLUMBING: ROU( . ' FINAL a, r GAS: ROUGH' — FINAL FINAL BUILDING f. w DATE CLOSED OUT t t ' ASSOCIATION PLAN NO. i t L� ^ o �/ � ��� _ � 4 ., -� - -�_ F COT 5o oT 7 s pw !Zs Le INGNT suRv5Y QpFsiEr —"""—" _ $7. its " "% ova. QtS7�tx:�S ��►lJ s'Naulo - to l)VT af� lQ �D 't�;BrtAi£ La:-F t— 4*GT 607 r QC , LOT � �0 (krc( . 0r- t eet6 Pwr- fW >� rw U• o . V) PavPo•� -, w "- 7T, 'Po,ectt w,rH Occ:K � Q 41N:= tic :>E'E'K�KrTr ;, L!" N U TiRuGTUl;�c FOP, �y° �� ��>., rC?.00R' �� �t;. h1l) . l /� tr `r.,c. FwC. F'p PpN �,��Ti ,Qp C RTJ--FTL�D PLO i PLAN LCT # 70, A E�:yO�r IdAP I 0f 22's Po f-b Tr � L f S-t. urr M A 8 CIVIL'CE DA7. v NA141M RY, '�. No.fc�� ' �'- " la DEB ql AL f3ax z0o2 , C_OTV:r- mA 0�'~63s The Town. of Barnstable �OFtHE 1p��O Department of Health Safety and Environmental Services Building Division w • MAR NSTABLE 367 Main Street,Hyannis MA 02601 039. ♦e Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: 5 / JOB LOCATION: number s et village "HOMEOWNER": � � �� � 375__3 name --home phone# work phone# CURRENT MAILING ADDRESS: S city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provide d that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person.who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to-the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection rocedures and requirements and that he/she will comply with said pro esu�trd-rs ire ents ` Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply .with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN The Commonwealth of Massachusetts ram—-____ Department of Industrial Accidents - — Office oflfirestioo oos 600 Washington Street 'Boston,Mass. 02111 Workers' Co ensation Insurance Affidavit name: location city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole prcrorietor and have no one working in any ravidin workers'co t nsatitm for my employees working on this job. ........ .....: .. I am an employerP g mP.............:.:.::::::.:.....:::::::.:..:.:.........,.:.::::::::::::::::::::::..::::.::::::::::;:::::::::::.; : > com anv addressr':.: ;::.::::<:;:;;.;:.:;:<;::: . hone# .co: <.;:,.;,.:.;.::;:.;.,:::.,.,,:,::,:.., .....:....::.::.... tnsnrance : �I am a sole proprietor,geneiil contractor,or homeowner(circle one)and have hired the contractors listed below who have workers' compensation os the following ....mP...............Plive :.::::::::::::::.: :::.:.. ,:::.::::.;:.::::::::::::::::::,;:.:::::.;;;:';;:.;;;;:;; . . ........................:. Com anV'neilles" :...:;o-::r.:-:;•.;;;: _. ............................................ dress. :.::::::.:.::::::.:::.:::::ELM-:.::.: cihr on L :i{v {<i}'{ `iii:•j}}}:•}:': i:<'ii:;.:;:;:< i;i :<'i<":v.'-f};>:;i{:rill}`i j`v:+<v:?}:.rill;}ii:i is:Sv_ii}iii:iY::{}'i}•}i}}i:}:}^:ii:}'iii::::::.:: ................................................ ................................................................. .....................:.. ...........-.......................:::w:::::w:;�vvw:x:::::...n.......... .......is:.:. ...n.:.:..:::::::.::.� :v:::v::::•: ::::w:::•.w:.�:::v................,.:...,..:. :.:.:..................:.:................::}.::...:...........-........::::................ :.r....::::.�n�.i:::v::::.:.:.. .....................................:...............:v::::: ......:.;.... {?3}:C:J:?J:-ii}:•}:{iiii:v:�iii:<ii<?•}:{•i}i:L:hi}}}:-:.?:•}:{{{.}:{:?i:... ;:j':} , .'•j}i%ii:i::}:;:r:;{:;:;ii:.....i:;:}j>ii:<S:}::}}::j:::::}{ :4il........ Si Li:•i:'rii:•:�::::::C:v:lit:-:::::.}•:::.;;�::::::::::.:....... }i:::i';'::}:':::<..}:::•:'ii.::ii:;{::iiiiiiiii::!i?`j{; i:: ...i $ii:iiii:ii$'r:ii:i rill:}}}:<{j>i:i:n•:..>. .... ....... ..........: cb anv>name:._: . "No ::::: ............ .........:::::..... city- oli cv ie�nran Failure toseem a coverage a,regained mtder Section 25A of MGL 1S2 can lead to the fn►P°sitl°a of ulmmal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civII penalties in the form of a STOP WORK ORDER and s fine of S100.00 s day against me. I understand that a copy of this statement may be forwarded to the OMCC of Investigations of the DIA for coverage verification. I do her certify under the td p na o erjury that the information provided above is true and correct )6 Signs Date =� — Print name �� ® Phone# official use only do not write in this area to be completed by city or town ofHcisl petmit/llcense# ❑Building Department city or town: ❑Licensing Board AW ❑Selectrnen's Office ❑check if immediate response is required ❑Health Department contact person: phone#; ❑Other (crnud 9195 P1A) x Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation foor heir contract employees. As quo ted from the"law",an employee is defined as every person in the service of anotherany of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.- _ MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. j Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and ce supplying company names,address and phone numbers along with a certificatensuran as all affidavits maybe of i submitted to the Department of Industrial Accidents for Confirmation of insurance coverage' Also be sure li sign and the affidavit. The affidavit should be returned to the city or town that the application for the permit or cense is date ` being requested,,not the Department of Industrial Accidents. Should you have an law"or if you questions re at the numbe�listed regarding the below. are required to obtain a workers compensation the policy,Please call Department City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of . has to contact you regarding the applicant. Please be sure to fill in the permitlficense number which will be used as a refer number. The affidavits may be retuuned to the Department by mail or FAX unless other arrangements have been The Office of Investigations would like to thank you in advance for You cooperation and should you have any questions. please do not hesitate to give us a call. gw mon The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imlestigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 �I �F HE Tp� The Town of Barnstable HAS&IAIiIISIABLE. ' g Department of Health Safety and Environmental Services lfD 1659. ,`` Building Division MA'S 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair.modernization,conversion. improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other . requirements. Type of Work: -5G� � �� Estimated Cost G�i7tl Address of Work: a—� Owner's Name' pp Date of Application: (/ I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law OJob Under S 1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED BL CONTRACTORS FOR APPLICAE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTYFUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Con a Registration No. Date Owner's Name a:for ms:Affidav SR art R•y Th' III ! � ! i I I cc..•r,Rce Fr. IIc�.,tT. � ` tad 71 ,''O C_ p• I _� 9' I, ___-._ ...-.. i. 34ric N•YY•1 1 iY 7%c• E IR Fl[111 N•.1l�C I«.ins �. � l �M•f••Rn __ _ ._... _.. _ - _ _ _ __ r� a4 1 I I _ q MTT1.5 -- -- Ts se.zs+sr.wae«z2 -l�afa•s 6..,,♦ }t Y..A..l � ^+ II w 7 � U12RJH I } e, - I L — 1 Elewii garJ i Is a. t le �� .fit„ I,•o. -+n s.R r~I yfTCJ —G.w.ei —^ Y�91•T•�1 1�l W II�s s e q.,e- ..- - _._ I I --s E`k-C.(.+ �fTHE rOw The Town of Barnstable �o Department of Health, Safety and Environmental Services MRNSTAB14 " Building Division �A s639. "10i` 367 Main Street Hyannis MA 02601 rFo�►'t Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner f/ Home Occupation Registration Date: Ir Name: P� �� TK�J� /�. �i:�/��.� Phone#; Address: �� © S � Village: Type of Business: l/i'J(� /�/¢l/l// Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: �' Date: —27 . Homeoc.doc Assessor's Office(1st floor) Ma /p �yt- (� Permit# 7 Conservation Office Oth floor "1 ^� — )� �lJ Date Issued .3 Board of Health Ord floor) Engineering Dept. Ord floor) House# � Planning Dept. (1st floor/School Admin.Bldg.): NAM Definitive Plan Approved by Planning Board w 19 SEPTIC$v$T (Applications processed 8:30-9:30 a.m.&1:00-2:00 p.m.) < INSTALLED IN CO WITH TITLE 5 ENVIRONMENTAL CODE A TOWN OF BARNSTAB17C Building Permit Application, Project Street Address z�LS Villa ��.,,��OoFire District / l Owner CQL=LG�(J &7'C�Address A0,66r,5 75026 Telc n 5jj Permit Request //1J6 LC �iglYIG y �27 42i`Z�/eQ7/� O/Z2Z )EV-Z-Z sAA-Cc -C� So 2E= p Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization Recorded Current Use -�iU�C� �/ i,//� �2C/i( Proposed Use Construction Type Z�o ee-_ V Existing Information Dwelling T Sin a Famil Two family Multi-family Age of structure — Basement bN Historic House A) Finished / Old Kings Highway Ali) Unfinished V Number of Baths No.of Bedrooms =L _ Total Room Count not including baths First Floor Heat Type and Fuel Central Air Fire laces (fx/e Garage: Detached Other Detached Structures: Pool Attached Barn None' Sheds Other Builder Information Name VAIO W /0100 7/ Telephone number —3 Address A0,66A 5;;7,5 License# Lx-o/UetR Home Improvement Contractor# 01--oxI tev Worker's Compensation # NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /� 5 !—/T Project Cost � 6066 Fee � 0 SIGNATURE DATE` -!/(O BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T , FOR OFFICE USE ONLY 3/20/95 +779� 019.070 ADDRESS 228 Popponesset Road VMLAGE Cotuit Timothy & Colleen Potter OWNER ' r DATE OF INSPECTION: # , r FOUNDATION MANE- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL, s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: LIU DATE CLOSED OUT: `— ASSOCIATE PLAN NO.°- ., •�a i 1:02 psi„2„12� , _ n,;�J: i �:�..^I�fll] n! J f 117��5�]<•li(L�IZ���f T oUvPai�nlenl o�J'ndu�t�ur.L✓aeecdent.J . . James J.Campbell Uos�ony //lam sl 02 Commissioner Workers, Compensation insurance Affidavit :. 7. (a-MUC-i maiee) w, .. with a principal place of business ati= ' (MY/ Jzfa) y 3 and enaities of perjury, than =e , under.th aicas Pe<'1 _ hereby tern p d 0 b P Y certify O I am an employer providing workers` compensation coverage for my employees working on this job. Insurance Company Policy Number ', - . () I z*^ � sole proprietor and have no one working f^r **�A 1^ a**" ^aatv ZN i am a sole proprietor, general contractor a homeovm (circle one)'and have hired the contractors listed below who have the fallowing o ers' compensation policies: ��oU t /S5�/ Contractor `s— \ Insurance Com /Policy Number WC Insurance Co parry/Poll umber ContraccorC� 19k` lq I Insurance Company/Policy Number Contractor O I am a homeowner performing Al the work myself. C!Tict C7 �q;ES" ;-�G:CI C.c CIA (Of CC\'efebf�'Ci O;C�:GL�i:G Lit - ?;f'. �E C:.:fE_'::..1.� Imr-SQICfi ^ ORK t? znd a fire f S 1LO.C4 a Gzp;�itL<`. YE]._ Ti .Or.�C. 51::]CG t!l S ticenseelPermittee Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE iiiFORMATMIX' CALL: 617-727-4900 X403, 404, 4051, 40 5 9, 37 K: D7-=:r, PE—;�.T ��.�/ Cj r Of'(F4E T� • The Town of Barnstable S '• AR\STABLE, � 39�- ,e Department of Health Safety and Environmental Services ' Building Division 367 Main Street,Hyannis NIA 02601 Office: 508 790-6227 Ralph Crossen Fax: 508775 3344 000 aniuuu1.S31onPir::` For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW.`.':: SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement, remo%al, demolition, or construction of an addition to aay pre-existing owner occupied building containing at-least one but not more than four dwelling units or-to strucaires which are adjacent to such residence or building be done by registered contractors,azth certain exceptions,along with other requirements. Type of Work: &kReIJ /i3 e2,� Est.Cost Q r Address of Work: _2�L e �/����,� Owner Name: Vmko Date of Permit Application:_ rf I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S 1,000 Building not owneroccupied .; Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UDDER PENALTIES OF PERJURY I hcrcby apply for a permit as the agent of the ovrner: Date Contractor name Registration No. OR Date ne s name TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE tt JOB LOCATION ® ! Number Street address G Section of: town "HOMEOWNER" - - phone - PRESENT MAILING'ADDRESS r, ,T City town w State .Zip code The current exemption for "homeowners" was extended to include owner- dwellings of six units or less and to allow such homeowners to enga eoanued in- dividual for hire who does not possess a license, provided that theg acts as supervisor. owner DEFINITION OF HOMEOWNER: Person(sj who owns a parcel Of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- shall e considered a homeowner. Such "homeowner" shall submitato Buildingnot on a form acceptable to the Building Official, for all such work that he/she shall be res onsibl erformed under the buildingper-- - e (Section 109. 1. 11 The undersigned "homeowner" assumes responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum nspection procedures and requirements and that he/she will com with sa' e res an requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will to comply with State Building Code Section 127. 0 be required Construction Control. F { t LOT 50 pTE : Tt-Ers Pr.m zs N 7 o ��'�o " Noy- a�� ON M ,:rj t- r�P� PAF—N - soweY- OFrs:E r ` QzSI-A1��� �-1CX,t1�l Sf�acLD N N A)5)T LIE A6'tE4tl.,- J OR LCX�rz 4*CT- LOT' o ` C Lo T 7o Or- perA> PmK YC72, Rs) Cr-wo. L4 ,� —.C>.l I,-,. As, S-' Alin)NX (_!'` �::u r(<��T 11 K_ rota oo Po poN T- Rp. L RTz F� u PLOT FLA _ mAP o� PePae�n Foe: -TrA, +C&Lc-F,�) > c� EDvwao L 'CSCF IVIL SCALE 1)87-11No. 32001 a laR��t�N BY: �' 41fA1 fox zooz t - J As-As LN.NaLtS _ - Y I ` GyLT. I ANO. Ar D. L7TC .. D.� 3e.1L TDg4 I • �. _- 1 1i' - Lr r.a e.•ws r 1 i I. rA•.a.se w!N•�s _ 4<• ta' cc i _ W-e la4 jD.{L 9.waaS 1 i 1 Ky 1 1 1 1 • 1_.. • ED<.yD w.o . ...�.•L L+w,•s ?arT�Tc �1oo,►,e..t uxC v{�rr' ArrRoreD er: DRAwN er:sr.c� DATE: REw4ED ;fMS F` - � OMrnNO NtMBE11 i i I I iImo.- --- — - ----- ------ -------— 4"LALLY CeL• 09 i RATERS ObWN Cam.11, o.G. A 3aY r- I I , y8"�S"x 8'•x r l."c �l vJR�t5 OK �c 16 i r I FTC L 1 2/$XIV VENT$ To I i ' F—Z: CLEAN SA kDI Px'. L--ATFJ nN S•TE. V gPoZ SA 2R•£t � •' I . i 9..0" —�ixlo weeo alxl. I . .------- -'- 1L ➢ 11 oJ1 _G�_��—� i - i v�AH pOT'r`c r nDD'Tt o�1 SCALE: '14", 1'-0" APPROVED BY: DRAWN BY: g DATE: 3 9�9 S REVISED JDRAWING NUMBER LOT 44 50 e NOT &Pse'tc� ON x �~ P�Pe WENT" SURVEY.' DFI=sET Iy V NOT -ro P,6TE4tTuE c LOTO LO I r�O ` U• V j1 U 17T V.'? CD r.- F �r 1 �x �> g1 TN -Ts h 'Sri FO(" /-r yk FC'--OU Pt PlJ, nDo A/ 7y° Z%QUO �`" Po�o N vs T- R p C_ (`"L-O i R-AN _ LOT ?o OF 2Z8 tyO�N �� �t_VjUf � rV�t. EDWARD L PESCE Crvit Ham: pAT� o SRC��N eY: No. 32001 AL ��`�' F'E AGECTSN� NC� Ft1L` jv1 F Q'�635 i� _ -_ - • (sows 4�� -3��Z ..- -- } t. i' I � e.� Tali To4c 2 T..L. I p.-b.. . IA,r.s g"w {. I� Te!k 3•.ang I 1 I I — — _ _ _ — — _ -- WF W.: SoJA II [•c.So wwp wlwK Lw—au5 prri.R AOO�T�p..� i SCALE:•�'_I._�.. Ar OWO BY: OMYM BY: DATE: REVISED y1ry�S C DRAWIAq NUMBER � i 1 1 I - _1 4"LALLY C-L. VA I - - ..i IVA Iv Fro 2KIo RAVTi,�S 7,/1« I I . _ 7.Y.G L+�tA zs EiLACEo Te RA Z.><b'S 11. o.C... .. A3oV d8..9 L I g•rtg"a 14'CMI_ I I L 1 1/$Y.14 VEw.TS To - 2R4 Ey— Floo2: GLE wwI�LA.aD E+= S.TL b- 1 1 I 9• —�i^�lo weeo pOTTE L Ato-'" -4 SCALE: V4"r /'-o•• APPROVED BY: DRAWN BY: SI�Ft= DATE: 3 9�95 REVISED DRAWING NUMBER f fown of Barnstable of VKE Y� , Regulatory Se>l-vices Thomas F. Geiler, Director Building Division v �b� �g Tom Perry,Building Comnussioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: DOME OCCUPATION REGISTRATION D ate: Name:—_ / / �/ % / �� Phone#: ✓ ���C/�SL���� Address: �O� ��!/ �/���.5�� /0Village: Name of Business:_, �Se�- %/e:fz TI Pc of Business: / ��61 /�� S l-S��Map/Lot: iNTEW: It is the intent of this section to allow the residents.of the Town of Barnstable to operate a home occupation within single family dwellings, subject to the provisions of Section 4 1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. Such use occupies no more than 400 square feet of space; There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. No traffic will be generated in excess of,normal residential volumes. The use does not involve the production of offensive noise, vibration,smoke,dust or other particular matter,' odors, electrical disturbance,heat,glare,humidity or other objectionable effects, , • There is no-stomge-oruse of toxic or-hazardou$materials, or flammable or explosive materials, in excess of normal household quantities. + Any need for parking generated by such use shall be met.on the same lot containing the Customary Home Occupation,,and not within the required front yard. • There is no exterior storage or display of materials or equipment. ;There is no commercial vehicles related to the Customary Home Occupation, other than one van or one pick=up-truek not-.to,exceed•one,to'n,capa:n and one trailer not to exceed.20 feet in length and not to -- exc-c-ed 4 tires,parked on the same lot containing the Customary Home Occupation. + No sign shall be displayed indicating the Customary Home Occupation. + If the Customary Home Occupation is listed or advertised as a business, the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit 1, the undersigned, have read and agree with the above restrictions for my, o e occupatio YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) sk Y DATE: I ('4 Fill ' lease: APPLICANT'S YOUR NAME/S: 0401 (1/SIN ESS�'7� YOUR HOM y t L ." 'j TELEPHONE # Home Telephone Number NAME OF CORPORATION: 6 NAME OF NEW BUSINESS 5 c c 7 7ctS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS .,2,, , " /`���' O.z ITMAP/PARCEL NUMBER �C� (� (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S ICE This individual has bee ed of agyermit requirements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION t rized Signatur^** RULES AND REGULATIONS. FAILURE TO COMMENTS: cJ 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** T COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: f I 4 i I f `I 7,cg Rn wLq, �F(h FL•.5.1 Ft�n•LLD --_�a.(�c2 2oOf C•.1 (" i TA.L. rn�TyaleS ' - PE RC o.-•4 - -- i T`-I �-�--'�i I 4 G�� ��-e'-•c�( E�E.rn-r-.v.1 '/,' I'o' 2x8 FL•SO•tTS -I Z'1•�t5u 1.-'�_ --- --_ ._-'I II-� --I I I I '-�4-PI-/ Zrt•1 P.T. ?o6T- I I �- - - - - - - - - .- - I I P Y.^tooa I - 1I E.,£YA'np.J- f2o r1T' I I I h- I - -�I �i 1 i � x rl N �p 6£.+e, ti e\ TI-f F•- -K k COOP 23 _ �o"t M1Y"�'oa oYrtc' Iti'7.Cp��_ Sego n•zCS P 2Yc.o T••9T,9 t("O.[• S'"10' 0-1 iJ" IS•h4:6o't VTLZ Do 1 . I � MuvvZb K1 314 SCALE: �/� I O APPROVED BY: I' i \---LATTIC'F i>'ArtEW DRAWN BYq\/q-F- Z•.l� � DATE: T�I t REVISED f Lue 2 R,./��( 'I --•1T ORAWIND NUMBER 2 R g�0 E DETECTORS 0• R d �r��Hs 1V ilwa3d 3.LMadoacldb.3Hl. ?3NV-L NHIOW10.9 . BARNS TABLE BUILDING OF anOA 3"H (3NV'AIIDNIoHOOOV NV-ld lsnw no,& :'3snoH 3IO.HM- 3H"1. �JO� Sao10313a BNOWS 3H1 d0 3aVUE)dn NV a3001a1 '111M INOOaU39 M3N i �/d0 N011I(30V 3H1 N3A3. .'Md'1 MON 3ab s1N3w3ainoau ao10313a 3�ions M3N . iL __- { SCALE: ! APPROVED 8V: - DRAWN BY 4 DATE: - REVISED - rG NUMBER _ c s , Or ir • II +1 4 r , . t re _ 1 a . ' v w . f • t • • : 1 . I f i C I , i .i • 1 N 3 ' + f ,r a z - ay 7$ ♦e f s � V e A - -- • ,� .,-_71...`—✓'ram i46 ,y. A. /10 r, :T k 0 s i . [{� . SCALE: lfll APPFOVLD OV: DR 1%vm DY !i DATE: RLMSED��..."�m�.I - ' E r LL r 1 I ff ' - 1 - r It TF Li f .... q TA