Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0125 SHELL LANE
/as sg�/ � o� � / _ -- �_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel^ Application # S/ Health bivision Date Issued (0 30! Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address �I'Me. Village Owner ' t�Sr � o�( 0 tL 0 sv(Ve- Address_ f� UJ-G-LLt!PC- imo e, S 71v5�t�(1►'Z� Telephone Permit Request Dfz46 Deckto�j J ON C( n) — ZOO !y(,t, >C6 LQVg e il)e A) V� i) C 1 rvt w --W'1 OL w( No (+r_c10tik-_ C 6(,v6-e9 Square feet: 1 st floor: existing 3 proposed 2nd floor: existing proposed Total new Zoning District Flood Plain NU Groundwater Overlay A10 Project Valuation ��► 0 u 0 Construction Type_ Lot Size I S_ kJAZS Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family a'-' Two Family ❑ Multi-Fa:�O�on s) Age of Existing Structure Historic House: ❑Yes Old Kin 's Highway: ❑Yes ❑ No 9 g9 Basement Type: ❑ II ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) D Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing -Onew Total Room Count (not inclu g baths): existing new First Floor Rom Count-" Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other t � Central Air: es ❑ No , Fireplaces: Existing New Existing wood/;coal stove: ❑des ❑ No Detached garage:;existing e ' ing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing _L1 �ne size_ Attached garage: ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeal!�N tt ization ❑ Appeal # Recorded ❑Commercial ❑Ye so If yes, site plan review# , r Current Use Res inP N Proposed Use 1 Lrj /0,C�vi-2�( I APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S Telephone Number I Address S F-- License # o "� 3 6 1?l - ► 3 Home Improvement Contractor# Worker's Compensation # !Yu_:nu C ogfA- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L SC_ 0 C,%POW �.,Argil✓�y1,4_, v►�►�,s SIGNATURE DATE 6 Olt 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 2 ' . f f DATE CLOSED OUT ASSOCIATION PLAN NO. Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Y Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 131841 1 ' Type: Private Corporation n t Expiration: 9/26/2016 Tr# 256305 CENTRAL CAPE CONSTRUCTION N � STEPHEN DEVLIN 820 MAIN ST. COTUIT, MA 02635 e reason for change. r return card.Mark re s v Update Address and g P Address (_� Renewal Employment Lost Card scA I C., zoan-osm /r: �c��rn:rl��al�rrll/c�Gj�..:�fr/ru.�cl13 Office of Consumer Affairs&Business Regulation License or registration valid for individul use only T- beforeh expiration date. If found return to: the _ �IOME IMPROVEMENT CONTRACTOR . _ � egistration: «131841 Type: Office of Consumer Affairs and Business Regulation V -!7 Expiration:__:9/26/2016 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CENTRAL CAPE CONSTRUCTIONCO.INC. r>� g STEPHEN DEVLIN 820 MAIN ST COTUIT,MA 02635 Undersecretary No valid without signature P y Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor "G License: CS-047993 " STEPHEN J DEVIN41 ter. 820 MAIN ST s Cotuit,MA 02b35 " Expiration Commissioner 02/0412016 l 77te Conrmmotwalth of Massachusetts . .Deparmtet t of litdirstrial Accidlertts Office of hivest galions E 600 Washingtort Stt'eet Bostart,M402111 - __ "fr'tf�t;i1PaSS.gol�tlZa Workers'..:Compensation Instxrane.e Affttlas-it::Builders/Contrac-tors& lectric ans/'Iumhers Applicant Information Please:Print Le�ibls Name =nesv0rr9auizati0u&&vidtael): CtOr /C-1 C�0 5- 6(J1C2._Qc,J2( i Address: kyo,i ti ST, City/State/Zip: COTULT, 2,(3 S bone#: Are you,an employee Chec-k the appropriate box: Type ro*t(required):quired): 1.LEY 'am a en*loyer i t 6' 4. I am &general contractor and I 6. ❑New construction employees(fan ancVor part-time).s haw hired the sub-contractors 2.❑ I-am a sole,proprietor or partner- listed on the attached street. f- ❑Remodeling ship a€id-hwe no employees These sub-contractors hags 8. ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition [No tt;airs'comp-insurance camp.insurance,.! required-] 5. E) We are a corporation and its ME]Electrical repairs or additions 3.❑ I am:a homebumer'doing all work officers have exercised their I LE]Plumbing repairs or additions UlrA£[No-workers'con p. right of exemptiou per MGL 12.❑Rooftepairs insurance mod.]= c.152,§1(4},and Awe have no employees.[No workers' 13.❑Other top W-insurance required.] 'A=applixwthat'checks tax 41 tans;alp Slimttrtke 3ectionbslaw:stoteing`iLirworkers`tampensatioapolicy.itaformazsoat ?HGEM MM wbo subma this aft'ict=M d caMg4hn are doing a11.va*a its hire outd&,couUmoes m0 wb=-a nw afdae6t is tins a =Contractors chat theme tbas boa=ust attached an addhimW sheet shrvring the name of the sib-cozitcartars aad store whether or not those enatm' have employees, U the sub-conuacw%hare-euptoyees,the}mbar provide their.workers'camp.policy mambas. I8lff aa!efftpltTt Y Ylaat£s pf ►ddiafg N deers'a oafpetrsatrofi insuemrce for ffly'eflaplo s. Beloir is die poiict'attd job site inforniadon. c Insurance Company Name: Policy#or Self--ins.Lic.4: f uCC 'KOO t QO J 61�2 kfA Expiration Date: L Job site Address: 1 z S }�)X_j 1 L- YfW GitpfStatelZip: `y m!1� -,p� z G3 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure-co-u-mage as required under Section 25A of MGL c..152 can lead to the mgxxition of criminal penalties of a fine up to$l,500.00 andior one-year imprisonment as mmfl a;chil penalties in the foram of a STOP WORK ORDER and a fine of up-to'$250.00 a Clay against the violator. Be advised that a copy of this statement may be forusarded to the Office of Investigations of the DIA for insurance coverage-verification. Ldo herek.rerh +ruder td ins need penalties of perju t the nformadon provided abmw is&Re and correct Si Date: 6 Phone : - Wv Official use onit. Do not wrke in df19 area,to be completed by cart of totvlr affiCiat City or Town: _ PermitilAcense A Issuing Authority(ogle one): L Board of Health 3.Building Department 3.City Town Clerk 4 Electrical Inspector g.Plumbing inspector 6.Other Contact Person: Phone M c r� r- - f_ � S r �R �� � W �.. C � Y �' . 1� . /^\ err � �^" !fJ / + r � �,� 6MAM Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508862 0- -4 38 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize e�IIL to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) s ature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN Muilding Changes\EXPRESS PERMi'IIEXPRESS d oc Revised 061313 K !{ - �1 ' � .� - I Client#:38438 2CENTRALCA VA I E(MMNUIYYYY)" CORD. ^ CERTIFICATE OF LIABILITY INSURANCE J 06/08/2015 HIS 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). PHODUCEN CONTACT „ NAME: Dowling &O'Neil n/Co,Nri,Exp:508 775-1620 (,c N,,): 5087781218 Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURERS)AFFORDING COVERAGE NAIL A Hyannis, MA 02601 INSUNENA:National Grange Mutual Insuranc INSUHED INSURER B:Associated Employers Insurance Central Cape Construction Company, Inc. Commerce Insurance Company INSUKEK C: P i 820 Main Street Cotuit, MA 02635 INSURER D: INSUKEK E: .. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. INSK TYPE OF INSURANCE AUULSUMN POLICY 1=Ff POLICY t%P LIMITS LIK INSK WVD POLICY NUMBER (MM/UU/YYYY) (MM/uu/YYYYI A GENEKALLIAHILIIY MP197640' - - 11/141201411/14/201 FAQH0V;C;1KKFNCFry $1000000 ^R X COMMERCIAL GENERAL LIABILITY DAMAGET ENTED PKFMItiF;; Fanralrmncr. $500000 0 AIMn-MAI)I- n CJC;6IIK Wit I`-XI`(Any nnr.pnrsnn) $10,000 ,. PI-XISONA1 RANVINAWY $1 000000 GENERAL AGGREGATE $2,000,000 GI-N'I ACiGNI-GAII-I IMII APNI IF:i PFK: PK 01RiC:1 i'-(,C)MPICIP AGG $2,000,000 POLICY PKO• LAC C AMOMOtlLL.ELIAtlI1-11Y 14MMBBWC54 9/0612014 09/06/201 1 LIMHINFII:iINC;I F I IMII 1 000,000 (En dc�idbul) $ 1 1 ANY AUTO BODILY INJURY(Pbl yellsun) $ ALL OWNED X SCHEDULED HOUII Y IN.IUKY(Prr nrritlrnl) $ V AI 110 i AI I 1 O:i , X HIRED AUTOS X NONIIWNFII + •• PHQP),-HIYIJAMAGI- $ All I OS wt,,ncuidenl $ UMHKELLA LIAU OCCUR r FAC:H OCCI IKKFNC- $ EXCESS LIAR CLAIMS-MADE ' AGGREGATE $ DED I I RETENTION $ B COMPENSATION I , F AND k=MPLOYI=KS'LJAtlIL11Y Y/N WCC5005001992015A /14/205 0 /14/201 X 0KY IM1I N ANY PKOPKIF IOKMAKINK/FX"AII IVF E.L.EACH ACCIDENT $500000 OFFICERIMEMBER EXCLUDED? FYI N/A (Mandatory In NH) F.I.DR4—AiF•FA FMPI 2!tt $500 000 If ves,d"waibe undue OF SCKIPI ION CIF CJPFKAI ION:;hrinw E.L.DISEASE-,POLICY LIMIT $500,000 UESCKIPIION OF OPEKAIIONS/LOCA I IONS/VEHICLES(Altach ACOND 101,Addlllonal Hamarks Schadula,If mora space Is raquirad) Steven Devlin is excluded from the workers compensation policy. Insurance coverage is limited to the terms, conditions,exclusions,other limitations and endorsements. , Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions, CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AU I HOKILEU KEPKESEN I A I IVE @ 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25,2110/05, 1 of 1 The ACORD name and logo are registered marks of ACORD OS151997IM150862 CBD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map &� G1 Parcel I �7 L'Application Health'Division Date Issued Conservation Division ' I Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board / 1/2,16 �� Historic OKH _ Preservation/Hyannis Project Street Address �2 'S� �t _ CNC- Village C U TU I -T Owner o 'C-0v1►y 11—, Address 6 V-0&�-U'0t.- Oru0 e Ky kd A ov Telephone Permit Request Cp-,e h/i-`e tJ ec4 0b,eVO►c r-nV ►V ew Li�e F—n(ot, 00 -. Qeen Club elL I��vw- 411TO- No APIQ i A`w BLS-_ 6°c A& A,r) Square feet: 1 st floor: existing 1006.proposed 2nd floor: existing L proposed 6 Total new 0 Zoning District R,P Flood Plain fV o Groundwater Overlay Project Valuation ZS 000 Construction Type Lot Size b J �} Grandfathered: ❑Yes ❑ No If yes, attac�y upportinq�docu entation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old Ki'j:" Highway: ❑`lhs L�`I�lo Basement Type: dFull ❑ Crawl ❑Walkout ❑ Other tn Basement Finished Area (sq.ft.) Basement Unfinished Area(s 1 MOO .ft) ` Number of Baths: Full: existing Z new 6 Half: existing Tzw Number of Bedrooms: Z existing —new Q Total Room Count (note inccll ing baths): existing new First Floor Room Count 3 Heat Type and Fu I�Gas ❑Oil ❑ Electric yp �l- ec c ❑ Other � /� Central Air: Zes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®'No Detached garage: J�exiig ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: e�' xis ❑ new size Shed: ❑ existing ❑ new g g g _ g e size _ Other: Zoning Board of Appeals Auth ation ❑ APP eal # Recorded ❑ Commercial ❑Yes o If yes, site plan review# Current Use (1 p� Proposed Use �- b o&/(1� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S w LLI i Telephone Number Address,- � V,141 License # r 1 U S Home Improvement Contractor# Worker's Compensation # [AJ a '�Q6 416 f qqo 12,O 12- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L QA fNO Lq_I GUT SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO.- ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION FRAME E - - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL- GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.. 7we COMMMw of Masaacbrsefts Dqwmww qf1w Ofbwas*wdqm DOWN,A& 02111 Wes, , ►nt>OCont hdmundan P� Prat b1e Name �w w Cdv n.,u Adds:-- --- 'FLU !h i An ypfau em~CW&as apt box: �' t 1. iama 40 uma Pa • u 0 Mq 2.❑ F am a sole proprietor or per-' HdadonffieanachadsheeL 7_ GKIROdefiRg ship and have no employees Theseiub 1 ®� woAing for me in any ' o 'erEIDuRAos t - req •j S. 0 We av a corporation and its 1O.OEkcwwdfqIsiworsdMM 3.❑ lam a bomeowna doing at We& 11.E [No wodiew gyp.. O&OfeswuptimPer - I l ins%aance r®quit &I t c.152,§1(4),and we hue no 13.Q Odw employees.Wo meets' J tC=ftvbmdw dwA ft box ondamwndan ammaAmagov6saw=,*raw I wn an wrloyer&W is MwdMPhPM Rdvw b dka Compmw Name: Policy#or Self-ems.t,ic.#:---- (�tOCL S d U 4� i el C1,0 `� Job She Ate:_ Anaeh a COW of flee warbMICOmpmadon Pailm tO senile as 2SA c. en head ib of . +ofa &e ap to$I,SKOO ati -br as asaft I.� a WA of UP to$2".00 a day fa ises vWMr- Be adv a be to . . cf Iveshpdow of&e DU for bamwe covmv verfficatiom IdebeA*car* DO= Ll or Towers = hr bsu*g Authorftq( one):. L Board of S . 6. Odw contact Client#:38438 2CENTRALCA AC®RM' CERTIFICATE OF LIABILITY INSURANCE 10/04/2012 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 polcy(les)must be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER r - Dowling 8 O'Neil _ PNONE .5W 775-1620 SOBT781218 '1 Insurance Agency E-MAIL . a0 973 lyannough Rd., PO Box 1990 s AFFORDING COVERAGE NA1C s Hyannis,MA 02601 INSURER A:National Grange Mutual Insuranc CURED INSURER B:Associated Employers Insurance Central Cape Construction Company,Inc. - 94SURStC: 820 Main Street Cotuit,MA 02635 INSURER D: • INSURER E: _ eiSURER F COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE su POLICY NUMBER OWNFM POLCv EXP LIMITS 1 A GENERAL LIABILITY MP19764Q 1114/2_011 1111412012 EEAAcHpOEcCuRe ENcE $1 000 000 X COMMERCIAL GENERAL LIABILITY ` # PREMIGSES ERE �menae $SOO OOO CLAIMSADE 51 OCCUR MED EXP(Any are person) $10 000 PERSONAL aADVINJURY $1,000000 ` GENERAL AGGREGATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS•COPAP/ +INaG s2,000,000 POLICY JE El LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB a ANY AUTO BODILY►N"Y(Per person) $ ALL OWNED SCHEDULED ROILY INJURY eaJdeM AUTOS AUTOS ) $ PROPERTY E HIRED AUTOS AUTTOSWNED DAMAG Per acd $ UMBRELLA LIM OCCUR - EACH OCCURRENCE $" EXCESSLIAe HCLAIMS-MADE AGGREGATE $ DED RETENTION i B WORKERS COMPENSATION AND EMPLOYERS'LIABILITYWCCS009189012012 5/14/2012 05/14/201 X WC sTATU• OTH- TORYLIMITS ER ANY PROPRIETOWPARTNEWEIECUTIVE YIN a SSOO O00 OFFICERIMEMBER EXCLUDED? � NIA E.L t:ACFO ACCIDENT r (Mmrda ry In 14) E.L.DISEASE-EA EMPLOYEE $500 000ffyes ` DESCRIPTION OF OPERATIONS below describe under E.L.DISEASE-PRICY LitdfT $50011.00 ." { DESCi FIM OF OPERATIM I U)CATIONS I VEKIL'L.ES(Attach ACORD 101,Addfdmaf Rwnarhs s&e",if Ina@ grace to requumd) Steve Devlin is excluded from the workers compensation policy. Job:36 Bayberry Road,East Falmouth,MA 02536 _ Certificate holder is named additional insured for general Ilabillty with written contract Insurance coverage is limited to the terms,conditions,exclusions,abler limitations and endorsements. Nothing contained In the certificate of Insurance shall be deemed to have altered,waived,or extended the (See Attached Descriptions) CERTIFICATE HOLDER GANCEt_LATtON Dennis Lombardo SHOULD ANY OF THEABOW DESCRIBED POLICIES<BE CANCEt oaf)BEFORE 'THE EXPiRAT10A1 000 THEREOF; NOTICE WILL. 8E DELlkkkb IN 36 Bayberry Road ACCORDANCE WITH THE` POLICY-PROVISIONS. East_Falmouth,MA 02536 ' AUTHORIZED REPRESENTATM W7 4 0.1988-2010 ACORD CORPORATION.All rights reserved LL ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #S1014801M101479 LS1 Office of Consumer Affairs and Business Regulation 10 Park�Plaza - Suite 5170 Boston, Massachusetts 02116 . Home Improvement Contractor Registration = Registration:` 131841 Type: Private Corporation ` }x1 a. Expiration: 9/26/2014 Tr# 230130 CENTRAL CAPE CONSTRUCTION 65O=�ICt , STEPHEN DEVLIN 820 MAIN ST. t N,; COTUIT, MA 02635 r, — ' = r Update Address and return card.Mark reason for change. . 2 "?�•SCA 1 L3 20M-05/11 Address Renewal E] Employment ❑ Lost Card cTLie�Pa�rr�nwrrcaeall�o�C�aaaclu�eCza —� __—�__----,._ Office of Consumer Affairs&Busifiess Regulation F' License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date: If found return to: egistration:. _131841 Type: Office of Consumer Affairs and Business Regulation x iration: _,.9/2 2094. Private Corporation 10 Park Plaza-Suite 5170 p t Boston,MA 02116 CENTRAL CAPE CONSTRUCTIONC0.INC. STEPHEN DEVLIN 820 MAIN ST COTUIT,MA 02635 — Undersecretary No lid wit ut signature Massacbuset'ts-Departnwrrt of Pubfic Safety Board of Building Regulations and Staodards Construction SrtpenT sor License,CS-047903 820 N Y Cotttit MA 35 Wi t; ► Explration COW" 02/04/2014 r oFz"er�, Town of Barnstable Regulatory Services . a STAB Thomas F.Geiier,Director s639• ♦� ' Building Division Tom Perry,Building Commissioner 260 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 Usn"12 A Builder h/YV LPL__ as Owner of the subject property hereby authorize VwA� to act on mybelialf, in all matters relative to work authorized by this building permit application for OrViT (Address of job) ignature-of Owner 4te t " hams Print Name If Pror e Owner is applying for permit pease corn late the Homeo'wners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISS IoN ` t ..r r. - .' „•�^�.t,.wr�..a fib `>`• r°• 1 ..-•-ram.. ..�.....,-t'' .. - M INETown of Barnstable BARNSTABLE, Regulatory Services 9 MASS. �! `b '6'° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location /d 7", Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting:: Tn �4 Please call: 508-862-4938 for re-in-spection. Inspected by Date J t ` Commonwealth of Massachusetts Sheet Metal Permit --- - -- - - f h - Map—Q&Parcel I' Date: s q _ �2 01 Z 4. Permit`# Estimated Job Cost: $ jC�d - _ _ �, Permit Fee: $ k�e- ,146 Zit Plans Submitted: YES: NO _. } .,Plans-Reviewed: YES '. NO Business License# Applicant License# 119'S o Business Information: / Property Owner/Job Location Information: Name: AS5 �ifEG`/ C-� Name.1,2!�;j`_® Street: 7 lslaz ';el A4114 _ Street: 12 S "-e City/Town: elf r L{�I�Y! 4t`� Telephone: '!!�Ok 360 3719 Telephone: Photo I.D. required/CgQy of Photo I.D. attached: YES NO /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and.commerc al upto.10,000 sq. ft /2-stones-or less. Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number ofries Sheet metal work to be completed: New Work: iZ Renovation: HVAC Z Metal Watershed Roofing Kitchen Exhaust System- — Metal Chimney/Vents Air Balancing .. r , Provide detailed desctiptionbf work to tie done: f C. .a. NSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes dNo ❑ f you have checked X0, indicate the type of coverage by checking the appropriate box below: " % liability insurance'policy Other type of indemnity ❑ Bdnd 'El )WNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of Aassachusetts General Laws, and that my signature on this permit application waives.this requirement. - Check One Only Owner ❑ - Agent ❑ Signature of Owner or.Owners.Agent ly checking this box/,I reby certify that all of the details and information I have submitted(or entered)regarding this application are true ccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will i compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES - NO Progress Ins ections Date Comments i Final.Inspection Date Comments J- Type of License: ._. . .. . y ❑ Master itle V[] Ma ter-Restrictedi yffown eyperson Signature of Licensee ermit# - - - ❑Joumeyperson-Restricted- License Number: ���� Check at www.mass.gov/dgl Spector Signature of Permit Approval The Commonwealth ofMassachusetts Department oflndustrial Accidents Office j`cce of Inmdgatwns• . 600 Washington Street _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: guilders/Contractors/FIectricians/Plumbers Applicant Information Please Print Lemmy Name(Businesslorganizetion/Individual): ------------ •Address: L l2� �� G�✓�S' i l'�"�yI City/state/Zip: /��� G).2� Phone.# 5 a q /57 Are you an employer?Check the appropriate boa: 1.❑ I am a employer with -4• ❑ I am a general contractor and I -Type of pioject(required):. (fall and/or part time).* have hired the sttb-contractors 6. ❑New construction . [2.�ZIcmmpnloyZelse proprietor or partner- listed on the attached sheet 7. E. ' emodeling ship and have no employees These sub-con&dctors have 8. ❑Demphtion working for me ir any capacity, employees and have workers' [No workers'comp.,insurance comp.insurauce.t' 9: ❑Building addition required.] 5• ❑ We are a corporation and its . 10.0 Electrical repairs or additions •3.❑ I am a homeowner doing all work officers have exercised their 11.❑Phnnbing repairs or additions myself [No workers'comp. right of exeniption per MGL 12.❑Roof repairs msurance required.]t c. 152, §;(4),and we have no . employees.[No workers' 13.❑ Other comp.insurance required] ; *Any applicant that ch=ks box#1 must also fill out the section below showing their workers'c t Homeowners who submit this aindavit indicating they a.:doing all work and then bile outside'con&=tors mp an P ��new affidavit indicating such. $Contractors that check this box must attached.an additional sheet showing the name of the sub-contracts s and state whether ornot those m6ties have:... employees, tf the sub-con,mctara have employees,they must provide their workers ,....caa�..policyntmnber•. I am an employer that is providing workers'compensation insurance information. for my employees Below is the policy cad job site Insurance Company Name: Policy#or Self-ins.Lic.#: ExpirationDate: Job Site Address: y/Stap: Attach a copy of the workers' compensation policy declaration page-(showing the policy number and expiration date). Fail=*to secure coverage as required Under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby certify under the pams•and aloes of perjury that the information provided above is true and correct n S' afar vf' �Z/G� Date: 7 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.Berard of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S..Plumbing Inspector 6. Other Contact Person Phone#: IHE Town of°Barnst 'w able Regulatory Semees _ MASS. r 6 Thomas F Geiler,Director, Building Division. Tom Perry,Building Cou►missioner 200 Main Street,Hyannis MA 02601` www.town.barnstable ma.us.` ` Office: 508-862-4038 Fax: 50090-6230 , f NI Property Owner Must `" Complete and°Sign'This Section `If Using A Builder # �.L � •. 'I,---: 24, (9 C0 as Owner of the subject property heteby au oozet�JG,G GEC -. . - - to act on my behalf, in ail.=tt=s relative to work authortaed.by this building permit j - s c A�C (Address of Job) *Pool fences.and..alarms are=the res onsibili f P ty o the applicant. Pools are not to be filled before fence') installed and pools are not to be utilized until all final ibspections are pe forined and accepted. Signature of Owner .. Signature of Applicant Pnnt:Name s rint Name t` Date p k3 } Q'.FORM&OWNERPERMf5SIONP00IS � f Town of Barnstable Ar Regulatory Services • STABLE, • Thomas F.Geller,Director y HASS, �p1639. Al Building Division , -CD 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 DATE: JOB LOCATION: number street village "HOMEOWNER": - name home phone# �.1I work phonei# s CURRENT MAILING ADDRESS: city/town state !" zip code The curreni._xemption for"homeowners"was extended to include owne occupied dwellings of six units or less and' to allow borueowners to engage an individual for hire who does not possess a license,provided that the owner acts as su��ert�isar. p � "DEFINITION OF 1IOA4EOW_N!ZR ° . Persons)who owns a parcel of land on_which he/she resides or intendC 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 homesin a twd year period shall notbe;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)�, ibility for compliance with the State Building Code and other The undersigned"homeowner"assumes respons applicable codes,bylaws,rules and regulations. c The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department muumum inspection procedures and requirements and that he/she will comply with said procedures and requirements. . { Signature of Homeowner Approval of Building Official r , Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to'comply with the State Building Code Section 11227.0 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 Supervisor,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:homeexempt f COMMONWEALTH OF MASSACHUSETTSkTAI A JOURNEYPER-"',ON'UNR fiRICTEp ISSUES THE ABOVE LICENSE TO ? W -FACE cc W YA►RMf1THTU C9A (f G73 38U1.` 11950 0�/28�1� 12i20 � - } e PROJECT ADDRESS: PERMIT# 1 C7 PERMIT DATE: �- -- AIR: LARGE ROLLED PLANS A T BOX SLOT Data entered in MAPS rogram on: i BY: t. '. r .. .ryf..t •J.y.� . . . .,.. r ..y,., :"Y+ .--t Y. .b v.w -. __-.^_-._ _...__ __ - ._.- `pp 1NE Town of Barnstable + BARNSTABLE. ' Regulatory Services 9 MASS. Fn .a�m Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice �7e Type of Inspection Location 25� 5 � 69-V6 C -Permit Number Owner � � Builder C One notice to remain on job site, one notice on file in Building Department. T owing items need correcting: IF r� $A �y / � tia Cc) Ole C A U c-k i l i i r i Please call: 508-862-41e for re-innsp/ection. Inspected by F % Date { � i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 L Parcel / 5 7- Application # 6 Ca Health Division Date Issued t Conservation Division _ Application Fee s 0 Planning Dept. Permit Fee IF CO Date Definitive Plan Approved by Planning Board ,cLnf, Historic - OKH — Preservation/ Hyannis Project Street Address 2 5 S k/gL(— L_"mize Village Co -tu) T- r 13 0 Y�/�C•ool� ��i 9rC Owner To M © Cz->,h/1 ®a Address, S!0..,r rl Rn Rf) M,4, 0/ 71 Z Telephone ( 6 / 7) 5 9 3 ` viz-8 V Permit Request 30 SF 0-,np 15yg',hoy fiv;' o Square feet: 1 st floor: existing JjgLproposed 50 2nd_floor: existing yffo proposedQ9 Total new 52Zoning District Flood Plain Groundwater Overlay Project Valuation /ZS 600 Construction Type Woo L>�arhe- Lot Size ? Grandfathered.: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ • .Multi-Family (# units) Age of Existing Structure Z.3 VrS Historic House: ❑Yes X No On Old King's Highway: ❑Yes �(No Basement Type: �d Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Z ya Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new / Half: existing 0' new Number of Bedrooms: '2- existing / new Total Room Count (not including baths): existing 4 new First Floor Room Count J Heat Type and Fuel: J*Gas ❑ Oil ❑ Electric ❑ Other Central Air: 0 Yes ❑ No Fireplaces: Existing/New Existing wood/coal stove: ❑Yes WiNo Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existin O new---size 9 9 9 — g — 4;,A g CD — Agtached garage:V existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ k Commercial ❑Yes A No If yes, site plan review# ° 6. Current Use FV/6?�'ti 1T7O'L Proposed Use 1Zts &A1T<tkJ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � � Telephone Number 4 Address License # 1 17' Home Improvement Contractor#' "� t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO x 1 SIGNATURE DATE C21 l FOR OFFICIAL USE ONLY a ' r APPLICATION# f DATE ISSUED 7 r' MAP/PARCEL N0. ADDRESS f �. r VILLAGE-r 1 OWNER DATE OF INSPECTION: == r - FOUNDATIONRocr r _ CrOL ew£ �) Lj FRAME F�oaa 6v6 s-dFgryr ast R N+ z� 5 �l / L� /`l�2R1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL ` FINAL BUILDING�FIAJ DATE CLOSED OUT ASSOCIATION PLAN NO: r t 'j• r w •The Comm onwealth of Massachusetts Department ofIndustrialAccidents t. Office,of Investigations 600. Washington Street k Boston,.M•4 02111 Ivww.mass.gov/dice Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information /► a Please Print Le 'bI Name(Business/Organization/Individual): Address- City /State/Zip: {��1�'/�/I/�i� l�-1 T— Phone.#' Ll 2� / Are you an employer? Check the appropriate bog: 'Type of project(required): 1.�am a"em to er with-. 4: 0 I am a general contractor and I P. Y ` 6. New construction �I emp'loyees'(full and/or part-.time).*' "have hired the siib-contractors 2. e I sin a solproprietor or'pariber-' listed on tbe'attachcd sheet 7.. 0 Remodeling ship and have no employees These sub-contractors have g.:E Demolition - working for me in:any capacity. employees and have workers 9."a Building addition [No workers'-comp.-insurance comp. insurance.$ - required.] 5. We are a corporation and its l0.❑ Electrical repairs or additions officers have exercised their I LE]Plumbing repairs or additions 3.El I am a homeowner doing alI work myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required_] t c. 152, §l(4),and we have no employees. [No workers'-. 13,0Other.. cpmp.insurance required "Any applicant_that checks box#1 must also.fill out the section below showing thcir workers'compcnsation policy~information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must subriiit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the subLcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my erraployees. Below is the policy and job site informations Insurance Company Name: / iration Date: 2-O Policy#or Self-ins: Lic. #: �[��� J/r/' � � E'x P Job Site Address: i�"� / �'C/ h SV City/State/Zip: Attach a copy of the workers' compensation policy declara:tion,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 cri"mirial 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 a Investigations of the DIA for insuran coverage verification I do hereby certi under the s an pence 'es of perjury that the infornnation provided above'is true and correct Si store Q Date:': — Phone# � Offrcial use only. Do not write in this area,-'' be completed by city or town offtciaC City or Town: Pern-it/License# Is'sumg Authority(circle one): W - 1.Board of Health 2.Building Department 3. City/Town Clerk. 4.Electrical Inspector 5:Plumbing Inspector ,6. Other Information and. Instructions 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 buster,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 woric until acceptable evidence of compliance v�Zth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractors)aame(s),-address(es)and.phone numbers)along with their certificates)of insurance. Limited Liability Companies.(LLC)or Limited Liability Partnerships(LLP)with no employees other than the workers' com ensation insurance. If an LLC or LLP does have ers are not required to carry w p members or parts eq employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' 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 Deparment 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 perinit/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 ob Site Address" the applicant should write"all locations in (city or policy information(if necessary) and under"J 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 fo any business or commercial venture (i.e. a dog license or permit to burn 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 Commcoweagth of Massachusetts Depa.dment of Lndustrial Accidents Office of Investigatians' 600 Washington Street Roston, MA 02111 Tel, # 617-727-4900 ext 406 ar 1-877-WSSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass..gov/dia Town of Barnstable Regulatory Services sAaxsTnsc s, • MA Thomas F. Geiler,Director 059. `0g o ,► 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 Property. Owner Must Complete and Sign This Section If Using A Builder 1' -'b w! ®'`C�� , as Owner of the subject property hereby authorizetr. to,act on mY behalf, in all matters relative to work authorized by this building permit Co 77/Ii' (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools . . are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. i 4Siatureeof Signature of Owner Applicant _`TVyh CQ C On n-W �V Print Name Print Name I2, Date Q:FORM&O WNERPERMISSIONPOOLS Town of Barnstable �. Regulatory Services BAMsrABLE, * Thomas F.Geiler,Director y nlnsa 163y. .• Building Division rED MA'I� 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 DATE: JOB LOCATION: number street • village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occu ied 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. 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 procedures and requirements. 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 t amend and adopt such a form/certification for use in your community. Q:forns:homeexempt I CERTIFICATE OF LIABILITY INSURANCE ' PRooucrJe (SOB)997-6061 FAX (08)990-2731 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION Southeastern InsurandT@vob yvsffd&,Ni ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. RTTHECOVERAGE AFFORDED BBy TH P ICIES eat. P.O. Box 79398 - N. Dartmouth, MA 02747 INSURERS AFFORDWO COVERAGE NAIL 8 INsum GreWry Caul ey RARERA: Arbella Protection Insurance PO Box 63 S ae<um a Travelers - Hyannis. MA 02601 arc It THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN ANY REOUIREtiEM,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NRTH 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 CONDI TMNS OF SUCH POLICIES.AGGREGATE LIMDTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR mawTYPE OF RfSUUINCE rouLY N{I POLICY EFFEc1M FDucr O�aIATOII ultfa DBI®UL LIA MY EACH OCC1 s 1 000 ,0001 ZGV& llERcull GENafa LIABLITY TO REIfTED a100CLAM MANMEO E7QA XoauR 8500015"1 `07/24/2011 07/2S/2012PEIesoNALaAwwule+r s, 1 000GE7ENALI1GONWATE • 2 000WWMTE Uffr APPLIES Pve - PRODUCM-COMMwAaa a 20O0cY LOC " AYTOOOWLE LIAYLITY a fCOMOVIED SNXa.E urr s . AW AUTO All DwnEa AUTOSDOMYRAW s SCHEDUM AUTOS ; F HSEO AUTOS SOOLY RAM NOIFGMRM Autns � OAIIAOSLIAdIrY AUTOOIiY-EAACCWff a ANY AUTO a OTHER THAN EAACO • F AURO OILY: A00 OOCEMMSI1E J A LMdTTY - EACH OCCURRENCE a OR CLAW MADE �CCU a DEDUCTIBLE RETewnw" s ,t 04 NgRfs 00al6IaAT10N AND _ AER OiR ElfrLmalemLueertY EL EACH ACCIDIM a 100,00 BOFFICERNAEMBEIR EXCLUDED?ANY CUTrvE MUB7875A19503 9/24/2011 -06/25/2012 EL DISEASE-EA EWUM S 100,00 9PEC P�ROMOONS boor EL DISEASE-POLL LRf�T : IAL S00 0 OTHER 3, ,j. . DESCRiPT10N OF MMTOM I UXAT W#a I VO4CM I O[CLLlgM>t ADDED By 8 00R>s91ENr I SPECIAL PROVIIIOW or any and all operations performed during the policy period E HOLDER CANCELLATION MOM ANY OF THE ASOW oESCRRIED FOUCM aE CAl10E2►an SMRE THE Torre of Barnstable,& EXMATIDN DATE DI REOF.THE ISSUWG asuaER VAJ ENDEAVOR To MAL 10 CAYS WR ffM N0=TO THE CE7MFMTE HMER MANED TO M LEFT; BUT FAILURE TO MAL SUCH NOTICE SHALL NPOSE NO OBUOATION OR LUU3I W OF ANY INTO UPON THE INSURER,TTS AGENTS OR REPRESENTATIVES AUTHOROM REPRESENTATIVE JOAN MARTIN ir:nRn 7s r7nAIMAI (OACORD CORPORATION 1988 c 1 Nq P PH E X , t,l Fi E B WIND ZONE <"of ASS 5�� L-►� - MICHELE yG^ ) Checklist 0 o 3477 ` �oi � No.34774 cn STRUCTURAL gF(21 Wind Speed (3-second gust)................... �ON— ....................................................................110 mph WindExposure Category.........................................................................................................................B Number of Stories .............................................................. (Figure 2)........ ....... stories <_2 stories Roof Pitch ...................................................................... (Figure 19) ...��1q.�t:... ,1t Z < 12:12 Mean Roof Height ...... (Figure 2).................................: 7 ft. <33' Building Width,W .................................................:............. (Figure 4).......................... !!a- ft. 5 80' BuildingLength, L .............................................................. (Figure 4).................................. &f ft. 5 so, Building Aspect Ratio(IJW) ............................................... (Figure 4)................................. I.'I:1:1 5 3,0:1 General compliance with framing connections?.................. (Table 2)........................................................ Type of Foundation............................................................. (Figure 5)................................. Foundation Anchorage Proprietary Connectors Uplift. ......................................................................(Table 3).....................................U= pif Lateral..................................................................... (Table 3)......................................L Shear..................... ... ...................................... ....... ........ ......... (Table 3) ..............S=.�plf . . .: . .... .... D VL - 5/8"Anchor Botts ll Z`l��, 19 F`4 4LA Bolt (T ) �fw���;ng able 4 5.Bolt Embedment .. . (Figure SX e' fK?P.: SB. ki in.Washw Size........... .... (Figure 5):: y,1/ in.x in. ick; ..a+ r k r ... NL nr>, w, .. Floor framing member spans checked? .. (/RC or,WFCM) a .... .....:.. _ Maximum Floor Opening Dimension ...... (Figure 6).: ... ...... GL ft. <12` m Maximum Floor Joist Sets n Supporting Lo�earing Walls or Shearwall................. Fi ure Maximum Cantilevered. locr Joists r Supporting Loadbsaring Walls`or.Stm, ualI ...............(Figure 8).................. _ft. S'd . Floor Braking at Endwalls (Figure 9). Floor:Slwathing Type (IRC or WFCA�: VV S 1' Fioor.Sheathing Thy.; ..Opc or WFCII ) . 3 in. � Floor Sheathing Fa ening. ..............::.......................:....(Table 2)..:.... WaI Heigh r Loa�earinWs Fi ....:... 8 ft. _ 0 Nor*-Loadbearirtg ...Walls .... .::. ..:::.:. ......... ... :.........(Figure 10);.., ......: ... ft; 5 20' WaN Stud Spaang.. . . ..::.:. .... :: .......:..: .. (Fgure 10) ........ �in.s 24"o:c: Wall Story Offsets:: .....(Figures 7-8}::..::: ... ..:: in. S d ...... .. Wood Studs Loadbearing Walls........................................................ (Table 5) 2x -"`g ft. U in: Non-Loadbearing Walls (T ).................:......:....................... able 5 .....................2x ft. _in. 110 I%APH EXPOSURE B WIND ZONE Bracing Gable End Walls Z- WSP Attic Floor Length................................................. (Figure 11)..... a.Tt h a OA- ft. W/3 Gypsum Coiling Length................................................. (Figure 11)............................. - ft. 2!0.9w Double Top Plate I WE Splice Length................................................................. (Figure ft. .... ...... Splice Connection(no.of 16d common nails) .............. (Table 6) ..... r Loadbearing Wall Connections A-5 Uplift. (proprietary connectors)....................................... (Table 7) (Q f r-A%-.T.)..u = - I b. Lateral (no.of 1 Od common nails) ................................. (Table 7) ..................... .......................... Non-Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 8)..................... ..............U= lb. Lateral (no.of 1 6d common nails) ................................ (Table 8)...................... .........................— Wall Openings /- ft. 0 in. 11' HeaderSpans............................................................... (Table 9) .....................w...a� - Sill Plate Spans............................................................. (Table 9)..........................�--3 ft. -a-in. 12' Full Height Studs(no.of studs)..................................... (Table 9) ............I................................... Connections at each end of header or sill Uplift. (proprietary oonnectors)............................... (Table 9) .......................... .................. lb. Lateral(proprietary connectors) .............................. (Table 9)............................................. lb. Wall Sheathing Minimum Building Dimension,W SheathingType...................................................... (Table 10).......................................... Edge Nall Spacing.................................................. (Table 10) ......................................... in. Field Nail Spacing................................................... (Table 10)................. ......:................ [ 2- in. Shear Connection(no.of 1,6d common nails)........(Table 10)............................................. Hold Down Capacity................................................ �7 10)............................................ lb. % 7 Percent Full-Height Sheathing ......... ................. (T .10)........................ Maximum BLdk":Dilmension, L Sheathing.Type............... . ...............(Table.11).......................................... JAI.. Edge-Nall'.Spoicing.. . ..... in. ............................................ (Table able:11)................... Reld Nab Spacing:................. ................ in. Shear Cbr�m(no of 1 i3d 46 in rw n nails (T-4 ................................................ 3L Hold Down Capacity................................... - 161 .............. ....................... ..................... F -wT ............................... 0/-: 3 Z,6" Percient FuW+ie1ghtSheathing..................... . X6 .............................. .*.......... .................... .............. ................................ Asted,for Wind, Rod fraffil"-member I spans checked?................ ...........(IRC,or WFCA#) ....... ..................... ............... Roof Overhang-o .. 4 .......I.......... ......e......... :(Fi§U 19)... or re., ...... ...... 03 : Truss,-I-Joisg,or Rafter Co6n66d6i*at-1.L -wearing N Aall.q. Proprietary Connectors. 32- 5-v.-L. .2 ..........Uplift. .... .. ...... . .. ............ ... ....... ........... . . ....(Table 1, lb. Lateral (T12 - L,= lb Shear........ ........ ......... .........t................... ...... (Tab1612).......... ........... ........ 'S= 717 lb. -Ti able 1 31)Zco- T's. T -STD I Ridge StrapConnections *nsion,� ......................... ..... Zor U2 Gable Rafter Oudoolor.,.;.....................................................(Figure.20). ..rah U 2 � ft. ft.:�j WAS Proprietary Connectors Uplift -4 ........ ..................... . ............. ffabli,,i ........................ Wera(............................ '0 . ................ (Table 14)....................................L 1b. 'oof Sheathing Type :.............. . ............ . . . ............(/RC or WFC........................... w �1? 0 ;r -71k in >3/8' -toof Sheathing Thickness MPHEL.E... .................................... Roof Sheathing Fasten 0..... wsp CUDILO ing... JV6. 774 ............ (Table STRUCTURAL A L C-, A WC' G►iide to Wood Construction in High fVi►►d Arras: !l0 ►►►ph Wind ZoneY, S� Massachusetts Checklist for Compliance (.780 CMR 5301.2.1.1) CHIT 3 ©F ¢ 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed,as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -wiM TM REM OM USE w►u 11 11 Y M 11 11 1 11 11 11 11 11 /1 17 n � � fy1: Ir 14 1. it 1 /1 M, 11 Ip . •Y ` 0011rtJEl�fid � --- 1�` - See Detail on Next Page Vertical and H,6&6hf N ailing. tof Panel Attachment �TV c �,) A 14'C' Guide to Wood Coustrucliou iu High Fi'iud Areas: //U mph lViud Zone Massachusetts Checklist for Compliance (78o C-Mll -�J111.2.1.1)' 1 .6) C04401, kmo �- of .L 1 1 / , 1 1 1 �1 1 1 11 1� 1 1 1 t 1 1 r� �• 1 1 1 1 11 1 , Mtm .. �. .a. STAtiGEAED ► X PATTERN PANEL PANE_EDGE DOME NAIL EDGE SPACM DETAL Detail Vertical and Horizontal Nailing for Panel:Attachment �� t✓p , (S�Nl �) i f GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter,'.12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop,weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T:):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer.Lumber;All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1 900.ksi,Fv=285.psi,.Fc_per 7750 psi, Fc_par=3035;psL Parallam(PSL):All,PSL shall be mina 1.9E ES.with Fb72900 psi,E=1;900 ksi Fv=285,psi,Fc_per=750 psi; Fc_par=2900 psi. Note;that Microllamand Parallam may be used interchangeably, 1. Deflection Criteria: U480 Live Load,L/360 Total Load 2. Optional: Provide shop:drawing submittal of engineered lumber systems`for approval priorto materials purchasing.. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.:shall be=handled and installed per manufacturer requirements,with all nail: holes filled,with the size nail as specified by mfgr.or herein. ' a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top.of plywood,spaced 16"o/c, Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c ati top or Simpson Straps over top of plywood spaced 167 o/c b. Rafter ends to top plate: Simpson H2.5, c. Band Joist: Simpson straps at 4'olc: CS-14R 48":centered at band joist 6 Bolts: Bolts in wood framing shall be standard machine bons.uni is noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bott heads and'nuts shall be on standard malleable iron washers;or square plate washers::All nuts shall be; retightened at completion of job 7.Blocking a.Blocking shall be solid blocking 2x minimum and full depth of member. b.Stud Walls:provide blocking at 8'=0' o/c,maximum height.` Comers to.be blocked at 48 o/cMith plywood edge nailing to this blocking for the'first 48"of these'building comers: c.Nailing Schedule Solid Blocking to Bearing 2 8d toenails ea,.`side Blocking Between Studs 2 lod toenails ea:end,'or 2-16d end-nails ea.End d. New Framing Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane`at all edges;a plywood edges to this blocking F?��N ofsS� 8 Nailing Schedule: �yG All nailing shall be m accordance with Appendix 120.6,,unless noted herein specifically. M{CHELE Multiple Studs 16d:@ 12 staggered Z CUDILO a.All nails shall be common wire nails- W. 0 No.34774 N U b:Sub-bore where nails tend to split wood. STRUCTURAL 9 Headers less than 44' use 2-2x6;all-others per MA State-Building Code Table 5502.5(1)an qFG p'G0 `, MICR mot ELE CUDILO, P. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mosaochusetts 02ti32 �.•Z- -5 U 2L Drawn By: MC Date: D r awing 66_1\� rr, kJ cote: AS NOTED Rev. p u File Name: P . GQI1- S IK J roject No.: •- •- vsw vr„n 1M0000 vvvvu JIKUI.IUKAL NANO Z)HtAININU OUTSIDE ELEVATION SIDE ELEVATION - - - - Extent of header (two braced wall segments) - -- Extent of header (one braced wall segment) j Pony �. , z -r•r �_._ ' Braced wall segment wall I 1, per IRC Table R602.10.4 ' � h� ; A N 1 tension strap. height,, --� Strap shall be tt f �l S centered at Mi • , 51A v,ti . , bottom of �Ih • •-r' a t�.�\d:��.. ��h i ♦c. �a �s" 1�4,j�. i5'��3�•::� _ [ ti� l`I I ' ,..._ _....__ 2' to 18' (finished opening width) s '� •IF, «.: 16d sinker 2 �•;• + ; Fasten sheathing to header with 8d common ,r > j I nails (0.1481 «.. Ix. nails (0.131" x 2-1/2") in 3" grid pattern as sho n � , �; " ) and 3" o.c. in all framings and sills �; , ! `' 2 rows III t. @ 3" o.c. 3ht i.. j.l. eader shall be fastened to the king stud �' ;; ;j ''• with 6-1 6d sinker nails (0.148" x 3a/4") $ �� ��n i•)•4 ( Wood struc- �:� Minimum 1,000 lb strap shall be ---' '• '� ' �'�w tural one! 10' j•;•, ',•; centered at bottom of header and installed `� Y " `� ''•' p L _ � • "� ) must be mox. a back ids as shown on side elevation c ;,z"�x •,•Y •; continuous height i.;. 1., {xS ;, �,•,< ` ---- from to ofFor a panel splice (if needed) t'� wall to botton panel edges shall be blocked and " � ' �x �� +af ,•, of wall, or I`.;. :,• ; occur w thi middle 24" wall h i ht j ! { �k, A }•��; from to of ,rriw wall to j•� .,•+. Wood structural panel strength axis a '1iIM g permuted M• �y.'� splice area Min. number of studs shown' R 4x r 1 •ti p Min. length based on 6:1 ospect.ratio: w� +�' ��•' 7/16' min. «•' For example:l6" mm. for 8'::heig{f. } 1' ... �, ;, j:;•; thickness { •r �1- ,.� i� 17' '� structural panel Anchor bolt per IRC Table R403:1 .6:typ, sheathing Min. 2"x2"x3/T6" plate washer + No: of jack studs per le:' t IRC Table R502.5(1$2) See Table l Not 10 scalE OVER CONCRETE;OR MASOINRY BLOCK FOUNDATION ,' - ;'; LL. Tf � • v PP - t� L��r�. STh- f s ;D t Ar f� (4 No. J740 ■ © 2008:APA —The Engineered Wood Association • ww,w.c I _ o�- MICHELE : Ct7DIL0 P.E �.- ' Co nsulting :;'Structural Etnaineer TI ottonw000 arks, entervi0e. Massachusetts 02632 Drawn By: MC Date: �L1 Drawing Z Sr cafe' AS NOTED Rev. 0 1 " File Name: Project No.: �- — Generated by REScheck-Web Software Compliance Certificate Project Title: O'Conner Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Glazing Area Percentage: 5% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Sells Compliance:14.1%Better Than Code Maximum UA:142 Your UA:122 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Ceiling:Flat or Scissor Truss 696 38.0 0.0 21 Ceiling:Cathedral 640 38.0 0.0 17 Wall:Wood Frame, 16in.o.c. 1038 21.0 7.0 40 Wall:Wood Frame, 16in.o.c. 392 13.0 0.0 26 Window:Wood Frame,2 Pane w/Low-E 72 0.250 18 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and too comply with the mandatory requirements listed in the RESche4hroection Checklist. at Name-Title gna re Date Project Notes: Tom O Conner125 Shell LaneCotuit,Ma. ; i Project Title:O'Conner Report date: 12/22/11 Data filename: Page 1 of 4 J Generated by REScheck-Web Software Inspection Checklist Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling:Cathedral,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity+R-7.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Wood Frame,16in.o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-f actor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Project Title:O'Connor Report date: 12/22/11 Data filename: Page 2 of 4 Materials Identification and Installation: . Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Ll Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ll Building framing cavities are not used as supply ducts. Ll All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 106.9 cfm(8 cfm per 100 112 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 160.3 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 80.2 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 53.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Ll Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. - Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title:O'Conner Report date: 12/22/11 Data filename: Page 3,of 4 Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 s (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Ll Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) ` f Project Title:O'Conner Report date: 12/22/11 Data filename: Page 4 of 4 2009 IECC Energy Efficiency Certificate • = Ceiling/Roof 38.00 Wall 28.00 ..° Floor/Foundation 0.00 Ductwork(unconditioned spaces): Window 0.25 Door Heating System: Cooling System: Water Heater. Name: Date: Comments: 8 . y r t - Restricted to: 00 00 Unrestricted' s.,'1G-,� 2 F=Ay Homes r _ Failure to possess a current edlhoa of the E 114assac6usettr State Building lode t it cause Yor revocation of i6ls 86nse ' Rgfef tot WWW Mass.Gov/DP9 t i AM49 U*�ta R� meta o ; li Awl rod Butiili�F��e�utt��a'!�agt�SE�it�ui�d�; 1NaY " f"TgQi:iC ti$ d L b 'r fYav ?°3� a T t ?QN b.ms 5XMI, T L ffiA �•C��3�•f'a-f^?Yi� +�y�rtb''-��'�7'�1-1`a�'•13 �7 f.1 � Lr s[�s�t fr... F Ian Y GINq " E �rc6•S:'� 11 l- f �n'bd'+•yl `p'i S� p g.Ifiy#�'� i -W': Mlbm e' 'IfY3`; b s,}� =y a z rr pZal 'spy s t'� 'n��i�V� Qr�z� � � ils�; c�J�+v���p�'i-�•�}�*�r�.t�� t -�''� a7 s w r�s >+- 'y, �--•-tip n y;l pi f - Ta" ! z err _,e$Qi.Za• gJu0;80 ,, av - loft uRi aaer Mngy��su � �,s ae r� our s�ol;einga��ulp�lns� � , eo i �f�uae�asn�npxlnipu!-�olPllexuogea#9���aaasnaa� '` �"�`"�-� Est •. � . . " . � se• EnI F _ I 14 Fti4. rlolJwDAlno-1 STDRMdG RuoM Du.�N . 3/2x i u 6.I lkbc is i 28 4' 91L L ilU� co�vn+Ns i (o •E mvrslvt - /VbTE� 5EL- PNOE 9: S�vs view - �SOrI�yT 6iRDER toR Zitx..-� ;. G� 2w ? 41 �—G` wRT2R £,LEcrM1iC 1 . , 6aRnaC . I IRED CoNCRCTG WALLS .4' 7ETD Z`I' c:ryu_ 1Fv v 125 SHULL Lr NC CoTJpT em. FOUN own ON vL" EXIST IN G. o.lD�.o..�...�. 70112 Fin- 22 All 8: 46 n of Barnstable *Permit# 5 pU�'E r0{y� Tow Expires 6 months om date U '-- • Regulatory Services sARNSTABLE,' -= _ 9 g _..Thomas.F.Geller,Director - �A Building Division -' - --Tom Perry, Building Commissioner � 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 t ° Fax: 508-790-6230 EXPIZESS.PER�'DT APPLICATION - RESIDENTIAL ONLY. w Not Valid without Red X-Press Imprint Map/parcel Number Property Address ❑Residential Value of Work 00 CS Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Telephone Number $— Contractor's Name <�- Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insur Iance Insurance Company Name Workman's Comp.Policy# Ck Copy of Insurance Compliance Certificate must be on file.. Permit Request(check box) ' debris will be taken to Re-roof(stripping old shingles) All construction ❑Re-roof(not stripping. Going over existing layers of roof) - ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Propr must sign Property Ow Letter of Permission. H on tors L' required: Signature Q:Forms:expmtrg_ a Revise063004 I i I Fraser Construction ` 'n Sp ecialists ., Roofing & Siding TOTAL INVESTMENT: XT AR 30 - $��5$�'850.00 LANDMARK AR 3 Payable immediately upon completion NO Payment at the start or Part Way thru NO MONEY DOWN- Payments accepted are: EIZICAN EXPRESS CASH-CHECK-MASTERCARD-VISA-AM possi ble Extra: After the shingles are removed from the roof, we plywood sheet of plywood to make sure that the insulation is not d against it is,ventilation sheathing, preventing ventilation from the eaves to the ridge-•ins�ng the panels will be installed by; removing the plywood sheathing, i the plywood over and then re-installing the plywood. If needed, 1 panels, turning P Yam' per panel including this would be charged for as an extra at the t of plywood. Materials &Labor. There are 6 panels p rotted or otherwise deteriorated trim boards, plywood Possible Extra—AnY replacement will be done sheathing, lead flashing, or other carpentry needing P lus materials, plus and charged for as an extra at the rate of$45.00 per hour, p 20%overhead mark-up on total extras. FRASER CONSTRUCTION Warranties the labor for 10 years ears. FR.ASER CONSTRUCTION Warranties the shingles ag.�nst Blow-offs for 10 y NTEED Warranties the shingles and labor 100%for the first 5 years, CERTAI and then p total if the shingles become defective. on a ro rated basis for 30 years CERTAINTEED Warranties the shingles to be ALGAE resistant for full 10 1 years. deviation or alteration from above specification Willa beed upon estimate. All Any de a over an written orders and will become an extra charge a eernents contingent upon strikes, accidents or delays are bey nd ouce upon fire, tornado and other necessary control. Owner should carry days s may withdraw this the above work. We, if not accepted within thirty y , proposal. 1 compensation and Public FRASER CONSTRUCTION: Carries Workman,s Comp < Liability Insurance on the above work. • 1 DATE OF ACCEPTANCE: SUBMITTED BY: ~ uction Homeow a i i 9 � f 72. 1 Board of Buiidiug g �/���� � HOME 1 gulations and Standards MP Registr'aon-.._.ROVEMENT CO NTPACTOR LicenF _]12536 before Exp��a on, 3%23/2005 Board ERASE Typie Dgq One A N F One DEA TRNi©�'co:° Bostot RASER 71 TARRAGON CIR COTUIT,MA 02635 Eel Administrator q ssor's offioe (1st floor): ""USc BE "Assessor's map and lot number ... ��.... �.. �/� `�@ � �1'-��' °F�rE�t° Board of Health (3rd floor): � � :°���r��"�� �®E 5�����s' ya�.�`" Sewage Permit lnumber ...... .......................... W11ALI�®®pp��pp t� .. • i Engineering Department (3rd floor): A a Co ) �o rasa House rwmber a 0 39• �0 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only., TOWN OF 'BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..C� ?� N� / �4�!"OY-d ...... ....................... ..... TYPE OF CONSTRUCTION ...............i�.r>�.. .� . .... �.................................................................. � �/........19f.� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followin information: P Location .. . �...... .................................... ....................................................... ProposedUse -2l01..... . 12. .. / .................................................................................. ZoningDistrict ................................1.. ...................................Fire District ...... ..... ............................................................ Name of Owner ......... . ... . .. ..... ��(.�. -:...Address ... ( D> / ........ .. .. .. ............. Nameof Builder ......................vL..........................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ............... ..............................................Foundation ... Exterior ....... •. . .. .. .. : . m.r....................................Roofing ........ .... ................. ............................................ Floors �, � ......................................Interior ....... . . ... ... ................................. Heating .........., 17L ..� Ge......................................Plumbing ......... Fireplace ..... .....................................Appr oximate Cost .��C�.�.r�`.�°��..............�........................ Definitive Plan Approved by Planning Board ________________________________19________ . Area .... ./... L.......... . �.. i Diagram of Lot and Building with Dimensions Fee .... .?'../o........... ......... SUBJECT TO APPROVAL OF BOARD OF HEALTH A Vi OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. e Name ... ... ........ . ..............`!�;.4 Construction Supervisor's License p ............................ McSHANE, JOHN Permit for One...Stor ........... ........ . F-:jMi.lv...Dwe.1.1.i.ng........ ....... .. . .. .. Location ...Lot #26 .......71...Oak...wood...S.treet C, .. .. .. .... .. Cotuit ............................................................................... . Owner .....John McSh'ane ............................................................. Type of'Construction .....F.r a.m.e......................... . ............................................................................. Plot ....................... Lot ................................ Permit Granted ........ 8u` Date of Inspection ... .. ..........19.9 ...Date C m I ted ...... 19 A Assessor's offioe.(1st floor): CF 7N E t0 Assessor's map and lot number ............. ................... Board of Health (3rd floor): u Sewage Permit number ...... 7.....( 9G '�.... ............ Z 11AUSTSDLL i Engineering Department (3rd floor): °o„�M & e� Housenumber ................................ ....................................... DYAV APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN ,OF BARNSTABLE BUILDING INSPECTOR r P� APPLICATION FOR PERMIT TO AF2 �'����Z��r� .............. . ............................. ............................... TYPE OF CONSTRUCTION ...............4s ..................................................................... f� TO THE INSPECTOR OF BUILDINGS: P i The undersigned hereby applies for a permit accordin to the following information: Location �� �J.....0 ................................ '`"c..G ........................................................ ............... _ 1 ProposedUse .. .... .. ......'. . ....... .................................................................................. Zoning District ................................ .. ....................................Fire Distract ..... y Name of Owner ......... . ...........0 ►.,..., .....Address ... ..�. .D 1................... ..:.... Name of Builder ....................................................................Address .......................... ..........: :........................................... Nameof Architect .............................�............................ Address .................................................................................... .......................................Foundation Number of Rooms ............. ......... ... .iZ?'?......2...................................... ................. Exlerior �/� ..Roofing ........ r ••• .................... j. ...... ............ ............................................ Floors ................................................................Interior ....... .. Heating :.....:...........,...._...... /J.. '...."_f .......Plurribing ,.:.:.`. ?. ..,i y -:...............`........................ / ... k } + i Fireplace ........ Approximate Cost . �D ®�� .................................. ............ I Definitive Plan Approved by Planning Board _____________________ ______19______°_ . Area .......................................... Diagram of Lot and Building with Dimensions Fee r SUBJECT TO APPROVAL OF BOARD OF HEALTH r r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name '``^ ..................... Construction Superv.isor's License .................................... McSHANE, JOHN A=019-157 No 32254 Permit for ..One Story......... Single. Familv dwelling ................................ Location ........�.................................. eet .................... ............................................ Owner .......John. M.cShal .... .. .. McShane Type of Construction ....Fr?KIWe......................... ............................................................................... Plot ..�........................... Lot ................................ Permit Granted ... 88 Date of Inspection .................................. Date Completed ......................................19 ,7- w.: .,;._.rye ... .. ^^ira.." .-r .-. , .. T4 �'1 .. � .. w r_ r• ... K.. }° - r�.s.r.,'^-4..n.1�'-r+iar"-,_ ..w.... ...r•' . �T.a':"r; TOWN OF BARNSTABLE 'Of THE TO. Permit No:�.� .... • '- BUILDING DEPARTMENT Cash TOWN OFFICE BUILDING� rw� a679. v „'E'E rat HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to . John McShane Address Lot #26, 71 Oak Wood Street Cotuit, Mass USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY-THE BUILDING I INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. December..16 a..., 19...8.8......... . ..:. ..... Building Inspector �A.,.,,r�....w,o.:'..�*.r-f-'-�.-y..�.!fi•....,s7M.-I`�w''�:.�.v+-�r*�r'.fF.+.,r'Tay+e:..�,.,•-'�`v;.vaF-t�Swr'��,....s,�'A-?'vM�+�+n.`.�.w.-w^?"."„'."'o - ,�.. � al.},y,... r..,`.�_`f� , _ .. �r`,,..s.7: •9sj,.. »i;. 4 t 4t9I19� �OF 1NE� TOWN OF BARNSTABLE Permit No. .....3 ........ M. BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash tr HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Jahn McShane Address IjOt #26 r 71 Oak Wood Street COtuit., Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND�THE BUILDING'SHALL NOT BE OCCUPIED UNTIL SIGNED' 'BY THE.BUILDING`INSPECTOR UPON SATISFACTORY COMPLIANCE;WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE,MASSACHUSETTS STATE BUILDING CODE. �..,� 6;", December 16 8$ ' fli ( t�.rtl�r� ..... 19 ........ ....... Building Inspector % 0 i COTUIT FIRE DEPARTMENT PERMIT FOR STORAGE OF FUEL OIL In accordance with provisions of Chapter 148, G. L., and Regulations made under authority thereof. Name J:o.hn..SmW.................................. Name ....D.a.vi e.s Burner Service (owner or occupant) (Installer) Address .7.1...Gakwo.o.d..RJ"...GQ.t.U.i.t..... Address W.,..Yarm.o.......uth . . .......................... Burner Storage Make ...UQ. kett.................................... Type. of Tank .....$t�e.el......................... Manufacturer ...B.eCke,tt....................... Capacity ....275.... gals. (or) Size............ Model No. or Size ..AFG......................... location ....gaSenle•gt............................ Type...Gun.............. Mass. Approval No. ....969........ Permit issued .......................................... .........Gkt7.g ...p u.1...F aa.'e ....: .......... ( ad o Fire ep t e .........................................................I..... By .... ........................... (THIS PERMIT MUST BE CONSPICUOUSLY POSTED UPON THE PREMISES) THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A m / �C(L-J IL DATA BARNSTABLE, MASSACHUSETTS BUILDINd " DATE &iyljl�,1''C T, 19 PERMIT NO. Z.Q. 3P54 ADDRESS U5,,, 7 9 , st r Nr.j I o own C-1 r (NO.) (STREET) (CONrR'S LICENSE) PERMIT TO I I STORY NUMBER OF --A- l-L`---l-Ual�L%;— UNITS (TYPE 01 IMPROVLMIENI) NO. ' L)Ula4-Llll(.q'WELl ING IPROPOSED USE) AT (LOCATION) 2 ZONING (NO.) (STREET) DISTRICT— BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT—BLOCK LOT SIZE BUILDING IS TO BE FT. WIDE By FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTIC TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION TYPE) REMARKS: zi Rd'i-490 -id AREA OR VOLUME ESTIMATED COST PERMIT FEE 113. 75 fCU-'C'SOUARE FEET) OWNER &k ADDRESS L,L V:.L 1 BUILDING DEPT. BY FRO`M--f)4E-tYE�-'P CABLE SUBDIVISION RESTRICTIONS. C`F--P-u6&cTC'WOR'R-S- -jT-TE-TSvU'AN-CE OF T�i'I'S:OEF3M-IT-6:0" S- E -N'O'T-R-*EI:EA'SC -r " OF ANY APPLI -r -R'E-A'P'P C I-C AN TF`R'&M f MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE INSPECTIONS REQUIRED FOR THIS W APPLICABLE SEPARATE PER, ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ELECTRICAL, )C ELECTR�CAL,, PLUMBING AND GS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS; RET- MECHAN CAL NSTALLATJONS. I. FOUNDATIONS OR FOOTINGS. ELEC 2. PRIOR 10 COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL IN BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. I POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTIUN APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 EATING S fECTION AP ROVALS ENGINEERING DEPARTMENT OTHER BOARD OF HEALTH H WORK SHALL NOT PROCEED INTII THE INSPEC PERMIT ',V!LL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIUUUS STAGES OF WORK IS NOT STARTED INSPI-Cl ONS INDICATED ON THIS CARD CAN CONSTRUCTION, WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRIT-f PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. •r _. Y DATE 1 7- //b Ire COyTINUATION OF ROAD BOND BUILDING PERMIT The undersigned owner/contractor hereby agree to maintain their road bond in force until the following w ork the satisfaction of the Engineering Section 1ofm the rDepartment dofoPublic Works. loam and seedshoulders as soon as weather permits. other (explain) LOCATION ; K W 0 0 S SI,,CNED Owner�Cont actor ENGINEERING AUT ORIZATION LOT 22 .I LOT 23 S 69 030 120 19E 170.51 tu ez, W 0�7co Q V' ai�,' 11 LOB 27 N ti r � fog"'- � _ . a LOT 26 C, 21, 900 S. F. . O 149.80 R PLAN REFERENCE' N 71 29 30 M BARNSTABLE REGISTRY,OF DEED s PLAN BOOK 159 PAGE;2,! CHERRY TREE (40• WIDE) STREET PLOT PLAN. OF LAND TO THE BEST OF MY KNOWL EDGE, THE FOUNDA TION L OCA TED IN SHOWN ON THIS PLAN IS AS IT ACTUALLY EXISTS BA RNS TA BL E — MASS. ON THE GROUND. vZN OF asgssq� PREPARED FOR DA TE: SEPT. 11 1988 RICHA D JOHN MC SHA NE FERR IRA % DATE:SEPT. 11 1988 SCALE: 1 19l30FT. Ac _ _ R• .S. No. 31309 FL OD , �E�ISTER�� � CAPE 6 ISLANDS SURVEYING O ZONE C' ta„ ,tq��Np� FA L MOUTH MA SS. J' MYCOCK, KILROY, GREEN & McLAUGHLIN, P.C. ATTORNEYS AT LAW' 171 MAIN STREET BERNARD T. KILROY HYANNIS, MASSACHUSETTS 02601 OF COUNSEL ALAN A. GREEN AREA CODE 617 Ell WIN S. MYCOCK CHARLES S. MCLAUGHLIN. JR. 771-5070 MICHAEI. D. FORD ADDRESS ALL MAIL P.O. BOX 960 MARK D. CARCHIDI HYANNIS, MASS. 02601 LAURIE A.WARREN MARIBETH KING REFER TO FILE A July 27 , 1987 Joseph Daluz Building Inspector Town of Barnstable Main Street Hyannis, MA 02601 Re: Lot � on Plan Book 159 , Page 91 (Assessor 's Map 19 , Lot /S 7 ) Dear Mr . ,Daluz: The above lot was shown on an old Board of Survey Plan dated August 11, 1960 and recorded in Plan Book 159, Page 91 . Lot has been in separate ownership from that of adjoining land since December 27, 1972 . As of that date the lot met all of the dimensional requirements then in effect under the zoning bylaw of the Town of Barnstable. It is my opinion, from a review of the record title, that said lot has the benefit of unlimited buildability under the provisions of paragraph G of our local zoning bylaw. Although I have not physically inspected the locus, it is my understanding that the major portion of Oakwood Street upon which the above lot fronts has not been improved for vehicular access. I further understand, however , that Mr . McShane will be improving Oakwood Street sufficiently to enable fire and other emergency vehicles to gain access to the lot. Very truly yours, Bernard T. Kilroy BTK: gm m �-� T. . .1 -� / ��•_}��tt, a,�,t, �f`fr. }d ' ('e\Qt TOWN OF BARNSTABLE, MASSACHUSETTS RG DATE S _D _e h rr 1 , 19 RS 1 'PERMIT NO.l`tT� �2 54 APPLICANT ADDRESS - BX '679/ ` Osterville Owner " (NO,) (STREET) - (CONTR'S LICENSEI PERMIT TO ulld Dwal�.in,g 4 g •1- �NUMBER OF B � (�) STORY $ln l� Fermi i v DW T nGWELLING UNITS (TYPE OF IMPROVEMENT). NO. - (PROPOSED U ) , ZONING AT (LOCATION) Lot 26,• r 11 Oakwood S i,-i _., COtlli1- DISTRICT- R .'.(STREET) BETWEEN - - AND (CROSS STREET) (CROSS STREET) ( . '.LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION " . TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) �+ k tiff REMARKS: Sewage #87-490 Bond AREA OR PERMIT113. 75 " ,VOLUME 277a .5cr- ft} ESTIMATED COST $ 1 ` n- 000- n FEE -s 113• 75 (CUBIC/SQUARE FEET) r`[ owr1ER John McShane - - 6 BUILDING DEPT. ADDRESS BOX 67911 Osterville .46 L 1 1 �: ,q F.I.i- , t� t t'� t �•.(� t.t'IC t �S r• 1 i.,/ .i.•, r y i r 1 • 1 Tt / 1 it /.1 1 ,j.`/�f tY Y.,l'l7+ .:1(... •.Y r..!! t •,`/1/ •�� �''• . '•, t,' .k.,.h).,�� \A .�t� �. r. �y��r. Y �.•.. '\R. _(Ir,'\9 - � `+��. I� . PROJECT TITLE - �-----w--------�----•-r�------� .�.:.:��-.'� � Vie.�� � �.�e.__-- _ tQ(Si"!�S 10 Sdvi Tvor-) PTY e -- s .4- P=j drp ruA . - _�.._ PREPARED FOR _maJ . -e I A Sic- Central ConshKfion Company, Inc. Steve .Devlin•Preside t 820 Main$tract•Cotuit,AAA.608420-1340 a-mall:centralconstructioncoftmall.corn Websit0:www.centralcapeconstruction.com. IN S,I? N sV ,N A•1t&r ) f I SCALE l / DATE DWG NO. DESIGN s CHECK DRAWN __..._ JOB NO. SHEET OF PROJECT TITLE a ILf y� a q4 r PREPARED FOR' vve- oo ` Centml Con fi®n Cwpo I'Inrl w/ Steve Devlin-President 'The.Easement is Bdilding" r .. 820 Main Strest-Gotuit.MA-608-420-1340. a-mail:centralconstruct3onco@gmell.com Website:www.centralcapeconstruction.com -�- SCALE l DATE DWG NO. DEStCN .' -141 CHECK DRAWN JOB NO, SHEET, OF . PROJECT TITLE a "_S -._..�._._.-----� :��.,.__.. - _ ��s r,�, t J S auk •rvt�r� Tw/ f. = �' .. . _ PREPARED FOR Centel Con ion Company, Inc. Steve Devlin-President " e Excitextent is BaUding" 820 Main Street*Cotuit,MA+608420-1340 _.,._.._ _. !. t u✓" -mS11:centralconstructioncoftmail.com Wobsite:wwvw.contraicapeconstruction.com . . sCA�.E �a. o DATE DWG NO. DESIGN r f CHECK DRAWN _...... - JOB NO, SHEET OF PROJECT. TITLE o nlb °_._9 owR., cs — t tSs,aS tip Sd� rib,') 3 y !^� PQ /P%drPA4 PREPARED FOR c Cenhul Consftwfion ;wny, Ink, Steve ,Devlin•President "The Excitement is Building" t 820 Main Street•Cotuit.MA•508-42+0-1 0 _..._ _ e-mail:centralcon$tructioncO{l mall.com j Wobalte:www.contraleapeconstruction.cors SCALE / 0 DATE DWG NO. DEStG e CHECK 1 DRAWN JOB NO. SHEET. OF ' PROJECT. TITLE JA+ M fLte ;S t . fad CAS L � . .yn__oc_ PREPAR'ED FOR ° _ ; --__ ��_.,� �►arc d t`�- P�3����� Contml 'ors cmpany, IrK. Steve D viin-President "The Exeftement is BuRdIng" q N 820 Main Stteiat»Cotuit,MA+508420-1340 __..(; :.. r emu✓- __.___ e-mail:contralconstructionco@gmaii.com Wobsite:+new.contraicapeconstruction.com i w S J I Nov . SCALE l - � • 0 DATE DWG NO. DESIGN r CHECK DRAWN JOB N0. SHEET OF _ r 1h- : , i tom' 4A A4 A it _ _ l If{ tit a .�f dd PREPARE FOR 1 V Central Conn uchon ComPC Inc, I� Steve Devlin-President "The Excitement is Building" _ 820 Main Street-Cotuit,MA•508-420-1340 e-mail:oentralconsbucOonco@gmall.com i - Website:wwrw.centraicapeconstruction.com �` 11tIa -SCALE ^ c` t L I :1 Wd hZ i V F z101 ' DATE i 2 F f tT DWG'NO. CHECK ' DRAWN JOB N0. JSHEET OF • N I _ .-. -♦ C Y r 1 1 i 4 • f kC : =- -- - ; r • qtT ov, &Ll 45 p ^ P I'�Pfsi FOR .. tC(>A#Y� ♦ 1' � 4 i .. ...., a .. _ .. a f _ c@ ^ a , 820 Moth$treat-C str�al�ptcb r�i t4o, A 608 4 -1 4Z - CAPS»� i } 1 1 _ DAT[ ( DWQ NO, WW Ew yC15rE �l—(, (, � Aj J(�rypA�{ yt{.�pw� •„�...w.r. ._ /•Y - • _" 8IR\Y. 7�'. {{� VCR ♦' PERCENTAGE OF LOT COVERAGE ' LOT-AREA 21205t S.F. LOT 22 EXISTING STRUCTURES 14.3% EXISTING PAVEMENT 4.9% TOTAL COVERAGE 19.2% l 4 . _ 4 -CB (FND) �:. LOT 23 :ry Z. Q 0' 250'Feet ' � . .. LOT 27 s N 6. 30 M A P _ S1 O o PLAN REF: L0CUS 159-91 S6.�ft ��' DEED REF: 25641-105 4g Ift �, - ASSESSOR'S MAP: 19-157 ' LOT 24 ZONING: RF SETBACKS: 30'-15'-15' LOT 26 FLOOD ZONE: C 21205.3 SQ. FT. PANEL NUMBER: 250001 0021 D N 0.5 ACRES DATED: 07/02/1992 _ / OVERLAY DISTRICTS: AP, RPOD PLOT PLAN OF LAND NOTE: SEPTIC LOCATION s� SHOWN PER TOWN OF BARNSTABLE AS-BUILT CARD, O ` LOCATED AT: � 125 SHELL LANE Al 3s.6f� `� � ��� COTUIT,. . MA S \ r PREPARED. FOR: C �2g3 / / SCOTT BUCKLEY (p 149.'g L ° _i RRY T ' �� LOT 25 JAN U ARY 30, 2012 ER R 4 1104 O \ �� -59 00 ®®e®®� REV: OTEUSs�ti e REV: e STEP HEN `- REV: ' o J. DOYLE YANKEE LAND SURVEY CO, INC. ® 3?a59 i ,4 �. GRAPHIC SCALE 119 ROUTE 149 30 ° 15 30 60 ®�®®" SUFNNllo MARSTONS MILLS, MA TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 30 ft. yonkeesurvey0com cost.net www.yankeesurvey.com 54793 SH SHEET 1 OF 1 JOB#: k SMOKE DETEC OR"7REVBU bBARNSTABLE ILDING E FRONT ELiNRTIoi l fj FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING IMPORTANT - UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF / SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPARATE PERMIT IS REQUIRED'FOR THE. 1® — INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFVTHIS REQUIREMENT, i j\ CARBON MONOXIDE ALARMS MUST BE INSTALLED PER NlOrP: GY rENPED 'vo rL alz MASSACHUSETTS BUILDING CODE $E{l1ND A6C'900F 1 FIT t - Fm toLLU — New aFm EXtS7 JN Cti` EX1STiN Ei � - NEW DoRrtER PROPOSt�D SECO>`r7 FC-oo� - 1 r s 110 MPH ExPOSOF TOM 3'1 LL O C o'N N t'fi . .. - euee: '•lp'.11�a,T wvwovcn er: Dr wmw /ZS SH1=U- L,/k"E CC»'vlT W1h• F lZ ►.1T ELc V tM 1 o*J onAwwG.,-8— O�Q IVO Ll 'e14R - �V ON rt l Ti1kTi ROoM 'boeMM f EjttSTr ���. t�►J'G s_ E 2� (o S�.d��s r WL J S' (z) ' SCALE: A 1(.�(' w�vwovED BY: DRAWN Br DATE: REVISED ZS 5HEL.L L A-r4E Co-r u i T MR • DRAWING H V MBCR IZFs4-R EZ�rtrtoN t 3vt�t-I t�e,vt� - t s ,t . I •:r Ilt , l ITS t t t�t� ,. ILI?]1I tj I ro •, r tr t �, � f, 13,41 ' F I• 8t I CGR,2146E NFW PORMErZ RI Ea -ITSCALE-ElEV1410ti1 - ^"P OVER BY: DATE-'� ZS 11 REVISED " 12.5 SHELL LftnE IT M A- " DRAWING NUMBER R\CzHT EtF-V-fnoN 2 oK rl ' I , — r)L7 IZtx>r UE - l-EFT ELtYy}-yam 0>'.1 \ scuE: yk�� f iwT AvrwovED wT: DRAWN eT DATE• Rrvmw l ZS 5 h1 ELL LA-"C' ' C�sry n M W - ORAYVOIG NUMBEA LEFT MEVA�noN '3 of 5v' — ! 0 Mtn" TVB i -� Mew sttavot- MrtsT�tZ i3.-r" t to V15re rz 3�Iir� 1 !(v (13'G X j GGlTEHt4:1PNP-AE7!-` osr u?n 3xt" qQ,06t 3ehHiLLy - UpI F�Dt-2tncE �1 _ L_- — 6"v t31F. zSt — Gv 1 R. 41 � opeNlNG �' RltilaC - t-JEw vo - 1' 2 t 3/y x?- _ "tLe+v►ovl: !�rvr4t.t,5 �. 121IIGE 3G+iJA 1 Y DGE tPJdl • 7� barn 3T. ?4Arl ER 3DRlM- • 39 �6 ROOM _ k ITCH Er! (!a x►-f) 14 --- c . � - NOrE: /�3thNDotJ uSf= aP � - 3 , l -A i VIA. �vov�IJSNnRs. • n ov R 'PA NMy 0 s- 3 0 H Ei}l7E R ovr�2 A R ' i= rataeAsr NEI+I- � L — — — �� NeW S►Yl IRCIt$L 7-4 C-I t4U E "Ok COW MICHELE sa _ z CUDILO No.34774 STRUCT.UPALSc^~ wSSE^" AP►ROV ED BT: - R),IAI '�: yy'= l - DRAWN RT DATE: 2� It REV9ED A4Ac ►25 SMELL LAN E `Z�Z2/H COTu 1T mo,. . owwweacNuuscR F l(LST Ft_ovR i't_lgtJ - Esc G ..R �„ (lb X cil - O Lk HVAc_ E00iP ?� wIP BUILT INS CnIER CEtUNfa \ 1{ — LE—wi R LIME or RtD6E Vra. otl (3) I)'t� / �/F�wg 9k t ATT-1C ^aza i _ l l: Z� sfly� AeGtSS To 31L" tally w/ 4 G - I ENLhRbED GAS*�L'IQ [ 1a N 1=1N t oR a vt L D ! 1, F volLy lM• of \ p.. 1 a•Efl—M Tr t 4 a' p.>y►foY(i E�CIST DoRMt:R wf�tL-L••5 ICI ZDA04- NEVV T=AWt/L)► AR y Clot X 7-z) _ ExroTinsG ��AeE `� , Y_NICMELE � CltDilq'" - 'STRUCTUML . G 1�Clp " � EDDV- nnwwR By owrE: ' - wcvaEo 12.5 SHELL CaTorr fM/t. S SON D F1002 PL•IttJ .43" D*AS of q n L YIt W FEE 'ZzT41L. - N�VI,t R1bbE Zx i2 2x 1c -- --- NEW IZ\o(-E 5MIA sew -verat Or . ��D P- 3$ Ft3CREaLhSS SaJSuLA-TaN 2k(o IG"o.e !{- S.h�S�Y.I Stle/�j�5_ LSfY4 t5 G!T� �IN• .. _ Z k tp RA-FTMS tG° OC• W St yN �2.514- - 3 2x to- c Z t t2oz*F. �+tt t ELS w)Tht�fi tea wad. i - 1 E ccw—r. MEVFDET- HL't4DE'tZ MT yz. Ctyc QL . S KCWTVA - Y . � Nt 2x' 3U1SSS w act, r QfiuL-n-,oA, PxTFR)(>K WthLL -PE AIL, yZ 1' = 1 FE)OT ►° rmERGY 51"ELD R- . zX� fVD NAILS 4� o�C. FtrLI> 3' OfC StlHhS ;H ei M4'C� E l IC HE m N ~STRUCTURAL a . -.:As Nutt "MOVED BY: DRAWN BY . DINE:' REVISED 125 SHED. LATtE CoTJ1T M/4. ' DRAW WG NUYBEA (o aP 9 Z/ t — 2 to OLocX. ,16. sPA1 ly f!,i P, -D►ST,7 7by,9� GA r�rt Roo F 8L)t1 ?�-T ti Wq a a• 1.4E LvL zxr� 13LoctFrMra rye- 2x�o G - New MMDEKS- FL U5H ovt-R p2• t �Tzy 1 fly x��� LVL..1.9E@.8rQ C'5 ps. 4 rgr R 1 ��zx8 "f 16•�oc S?M 1 tyr tslaGktNG 11gn D'&MeR WALL g� P&xmcz WALL, ` 2y r �! MICHEL SLt- - 6UDR0 No.34774. - STRUGTURAL"s - Vic: Yee.I APPRDVED— ORAWN DT: DATE• REVISED 125 5HELL LAME Cs�1VIZ' A"%A. SEGc�il D VFC.a�r2 P!z-�}r1� DR"IVI"ciFMq 13k'TFt• r 2xto RAr"TERS o.e. R.S. . 2 t d tG O - i 2x to >G,oC • ( 1 sPR'N tY� - 3 2xto R+tFrERS @ CHEE"Y�,.1.gr.e.s z.x� ' 2 x 12 LEDE.E R oN �oemt?�wrt�t, ` - . FF z � k x 9Ye1 I.4F- wL ® nE,E R mow► S EE. .V 6TA I t— FS. 9 X i3 G NICHEIE x .. No-34774 , STRUCTURAL ry:�u i F �A�"�{u= I1FwT. APPROVED Br: DBAWNBT DATE: "' j2s S+iELL LftWE _ • DAAW WG NUYBEB j t�yx its/� LVL l oLZxr2 s,.npspN t.55J2 - NE�nr 2Xto. RR FRS LEFT EL-_ytip V s u-n o?1 Z 4K EltIgT ,may, Rr1FSERs 4y ovn'Z 13A4x IIgIg LYL RIDGE O EX CkMT/NG 7r47E RIDGE �ot ZxtZ� t MOH, \ IZ r�ga "Zip" �caF/NCr �hMt�� w/ Zxto RwFi'Etts tIo'o.C, s1>as-N 141 `�' 3`2X8 ttL�tD.ERs qC ¢CGS �3� 4 t N R►SUE CiEUlw+ UNtDEfL CXtsr- RIDGE (7) tyah 14" 1.4E LVL LvL �-�� t�, rf _ 2x� rIL�rnE •- - Ex,S Eil YZ" CoX .-PLYwtx.,� 5HEthT-1I1-1 C� v_ cdrTHEDR+4t ,N \ ® NEW Xll)&C f3Et►>/l ExtST- Roof �-tNE i \ llt'MoYE � � -- e-x8• 51STMC-t) NEicr exisnk-16 Zxa' CWOF4G TONST-S q � _kDD 3tocw>J6 D lwn3t l► 9 5 14�� 1&,' o C ;Yy p.n- t Act�cuL• ExT. WJ►lL5 R-Z$ F�C3tRGLt55 5� 'DET-41L " stes ,y. ti- mew CElUNCIS R-38 F 8CZC-aL4sS New 5-AI CASE S IVA L.R. T'i7 {,►ttRs U - � W N ti'E CEV t0.-p- 5 tt/tt6 E.E-S 3/zx10 3yr �.ay cowmms 3/Zx Io F,tKTS .Ex%sr 5PA-N BETWEEN COLUMNS is t - lc Ew sT-r �, D C• - - h`7 " 3 �,gµELE S)DE view t`3�tSE�GnLgE7Z W. sprtNs I _ � cu�L7 i g%LDt>t.LALLY..CoLunvt 5u��o,ciS •v� sl '��vaC� � y-•tRucrunnL ' f( Ie s --- --- LZ�ZOt( Lr7T —� 1 --- - -Yr C19 --- -.------ 1.0 B° FW►JD•�� 1 I f� - • - DR^VM By 3 -- - - ----- - coa.,tr rwR• r-a w,E Ca oss SeZ.-n o&l °tOf-9 i k is G o. j Railing Dynamics,Inc. ° 4 For home,for life.® 135-Steelmanville Road--- Egg Harbor Township, NJ 08234 TEL: (877)420-7245 f' FAX: (866)277-5160 '" rdi E-MAIL: csQrdirail.com I rdl. URL:www.rdirail.com 3' For home, for life r www.rdirail.com Boston Cedarcom o tra ns orm /0 .- �«. 'c,;�r.«. €� « r «-* _ �, � ..„ ..�,}»• �. .. ,,. .- ,�. ., r .'"�°�: :� , ,.., ,�, .,.r, ram^' r�A � *r �, � .�.,r*w- � �� �� ram,. � .r' r��y�q.� �.,y.= 00 ' � • _"" t�' �� ,. w _. # a Y t � �« .�.'�',! �, nd �� � - a ��* t ra�, #� .. i -..��(ivTk'. ,�'+r'f �,ir ���k���. -...- - � d";'., - x.. � •y '+� wte M -Ir' ♦. , b' . .•-••• .. .'r"� �b f• v �t�� ,f«I t �,,s. ^%. ,{�'*"N a « '�, .-.,. rr.i ' 4 , .. t,. a'.:t. „ � C• �. ''. ,r"�t�,^Y 'v»1t r d /'.t.e r o err* • # : r • ,-;:, f r «, :rid"S, rC1w: ,�ri s, Ar} r i;,y .+' , l}. s"1,. i�rlv%' !'• u �: i• ,€+,' tn+" - 'p*:.. ' ' `M a � :: ; .. .,,�,. +.,l,ryr ♦!ti "*� ,. + �. h'., .3.v--,.. •s" !*' •,. *•m•"•'"•�"#"a • ^er F*+ o� ' ;, S -"+ •i,,:''} "` x °#,.�-..' #, .;ts ^�."�" r� '�Y:.......,..; � �*„fir...,T�;♦ 1&'��.,`.'.,�.4.Y1�..' �a e»�� �<,-.t+ ���r.�rs+j6!,t�,i"�a',.�q�� ,�,a;ef•,r:�"�f".�,*-q e'��3��7�" �s,�k."l�.�w'�e,'��",4� "."�fy,%��^-�Y,4. .,,�..y.. � a. t�yy,c.,°t+'`era«fir..'� "* '' �"in•f t':� .I'• "Sw �_» ' - • . L* ,,�.f � 1 f' r '�° •. a�! .� �`: `+'�%:�`�� r y'2, ,.,�+..'�^. ��r#7.,.�.� / .','r:s�9 Y�,;'#14'1� �•�' ���+«� s'A�";y,.�r"de!";',r t. � -p+l` -' . ♦ ,�+ ! "' t - ,. U)'rt 't 3'y* ti. . l-�1 a +i .ai J y £f.IL o ' Zr�'��w. - ,'4r -•� � . '� :.. ,u +M'� :'- `#'.«„.. -^ r`y.+�; -k'^4-.! ^f.'�' ,:� ��' � a'r. Yw«'�#' t Ft" `,r ,W w :. 4P «•. � a N `. ""°., '#�� ° .�' k,3+1` •..^+^��,' .. s«. ., '4�.*t 4*` F �" .:.*-.m°'�r���• #'ry a� �?�a7't., ��, c��t. a� •-. � .. ��+K , Mr, ' • .+'P'b:*r: to� ^k�. • . ,. � ,. "":., .� ^rw'1. -1 V.r �qS+ � � � � .L,.. sly �l� • was �`� �. . } :" .'�";' ,/« -'�f} dt +Yi �/ wy �. #�A} .�; _ �+ +'� r .��� �;'1� -{ ,r � y .�-.� .+r'. _�{y��s��s e" v +: n w � i.._•,: -% � ,.� 'r '�1 :'Sti .�Y;���` ��� S.w >� - . „a , s+` ' t w Nr /'•` t 1 r " o t r � ^ a .. +. `4.e r,R.,. s ., .., ;fi•r a .,.,«.. . ,w,. p �y !� ' ,d , �'.,, > e';4 o =+1 w ,.. � i' ^� -.::: • �' +�„. ,�.: •`'""+. r �! ' rC `� '� ,.`, s a :. �� � r n?-7,� a,t: r�z�, aPw� ;,`« ,., 4, i ,.• "�a ,,. �� r' ,.a 9 k"-:e N s�; r y :a' S � � �.. ,. � "�* � Follow us on Facebook for exerting product ,�„ � �� r, r . ^ '' •�: , '"' ® ® ,q .,.,..r� �. f . . ,. , announcements, contests,family news and more! , , ,f + ., https://www.facebook.com/RailingDynamics - Follow us on twitter and stay in the know! �'� "•yam `` z '< r► ~' - err f� $_~ , { i � �' ,s�'e.•n https://twitter.com/RailingDynamic j �'M '� 1 +..� .AI:' �• �,�! imp .f �... �° �. y Find inspiration and design ideas on our Pinterest boards .. ; and share your outdoor living photos! http://www.pinterest.com/RailingDynamics i • Connect with us on a professional level with Linkedln! �'� �•.0.y .I" +d`�•� yy.}W:WN ����i�, �'�! ' a:�� �s ^� ��HI{ 5,..::JM 1{I "3'. " �n http://www.linkedin.com/company/railing-dynamics-inc. Y ^T x 1 Keep an eye on our YouTube channel for installation videos! g{�'." •��-� , r�'�' ���� �� °'� � � N; w. �� �a. �' Tube http://www.youtube.com/user/railingdynamics Our railing is an extension of your home, so check out how W « MIN homeowners are creating their outdoor living space on Houzz! http://www.houzz.com/pro/rdirail/railing-dynamics-inc `'^ 6 51010468 BUILT BY C REV 11.14 Bar-�� k y 0 R i I SELECT YOUR RAIL KIT SELECT YOUR BEAM KIT g4' • Rail kits include Bottom • 6' or 8' (true length) available I i ` I Beam, Bottom Rail, To • Can be used for Level or Stair L I Beam, Mounting Brackets, applications I I Mounting Hardware, t • Beam Kits include Bottom I I Support Foot (1 for 6', Beam, Bottom Rail,Top Beam, + 2 for 8) and Balusters f Mounting Brackets, Mounting Avail able in Satin White Screws, Support Foot -- only, Square Balusters. i • Mounting brackets can be cut If purchasing a full rail -- kit, skip to Step 5. for use in all rail applications pp I (level, stair, or angled) 4 Mounting Brackets included in each Beam Kit e SELECT YOUR LEVEL OR STAIR BALUSTERS A Beveled Square(color of your choice) Black Aluminum Round a x it '`` •36"and 42" •36"and 42" } I heights availahlP heiqhts available •beveled squarc •adapters sold �i balusters include separately,in baluster plugs boxes of 20 ' n - •square stair •stair g adapters LL balusters are cut desi ned for stair ° on a 320 angle angles 32-380 4 Level Stair Level Stair ,ts F a� it ! J i SELECT YOUR TOP RAIL .: Transform is4ruly:beautiful; a $° I m 3 ifeat of engineering. " i Congratulations! ; i I ! • _ M ! PRESENCE EMERGE ASPIRE GRASPABLE STAIR Kevin, Contractor,NY ' f r • Soft, curved silhouette • Flat top allows for •Traditional top cover • Complies with IRC _. *' iI+ • creates a smooth decorative deck board style with flat top and standards of graspability I I t grasping surface top cap customization sleek angles for stair rails i a, A Several stock configurations are available as complete kits (Satin White only; top rail sold separately). Talk to your dealer today e about stock options, and how to mix and match to get a custom railing that suits your personal style! All Transform components j are available in all 4 colors: Satin White, Ironstone, Wheat, and Caramel. i SELECT A POST(IF YOUR INSTALLATION REQUIRES A STRUCTURAL POST) CHOOSE A STRUCTURAL POST CHOOSE A POST SLEEVE • I e I c O co }, 1. fixre O , 1 9 a_ a_ Post Sleeve Post Insert r M co • 39", 54", and 120" lengths available U U) • Each post sleeve comes with 2 post inserts; E f' can also be purchased separately • 36" and 42" heights available , ' v SELECT YOUR POST ACCESSORY OPTIONS IN MATCHING OR COMPLEMENTARY COLORS — ;i 5EF wood' Zenith Post Cap Pinnacle Post Cap n % � � ,� Kit includes 6 post caps, transformer,and wire. t Trim Ring Pinnacle Low Voltage Cap Pinnacle Low Voltage Light Kit • RAILING REDEFINEDTM , �. No one has been able to develop a core material that maintains = the look and feel of wood but that does not actually contain wood...until now. s = r e Enter Transform°. RDI's resin based, state of the art Resalite° _ core contains no wood! Transform has the elements that you want in a wood railing- the weight, look, and feel of wood, and nothing that you don't. Transform will not absorb water - L so it won't rot and it resists weathering, discoloration, and M1 , I sagging. Transform's exterior surface is 100% acrylic, which `? is even better than PVC. It's so durable, that Transform E CRUSHES composite railing with a limited lifetime warranty. ` Did you know that bulletproof shields are made of acrylic? Now THAT'S tough! Transform has been vigorously tested by a certified 3rd party Y v { � � testing agency. It has proved to exceed the requirements based on the 2012 ICC- IRC and IBC loading criteria. 12Z 4 - % Transform's code conformity is shown in the Architectural 1 ' Testin s Code Compliance Research Report - CCRR-0209.. g p p f e n e� ar .n The Transform Railing System exceeds U.S.building code requirements.Always consult your local Building Code Department for applicable regulations and product acceptance. For additional information on Transform Railing or other RDI products visit www.rdirail.com _ x -- or contact our Customer Service Department at(877)420-7245. TRANSFORM IS AVAILABLE IN: TII 4 p ' SATIN WHEAT CARAMEL IRONSTONE #y= 4 WHITE _ • 1 TRANSFORM YOUR DECK WHY TRANSFORM@#? Transform is available in a variety of styles to help you design your ideal railing system. Customize your railing system with unique styles and color options today and secure your deck with the durability and ` So many things are complicated these days and selecting a railing system should be the least of them. We, limited lifetime warranty Transform offers. as well as the rest of the railing and decking industry, already know what the best building materials are, so we'll make it simple so you do too. s � S i t s: 3 ' .RAILING r F t s , � e E � a _ k A w , a u � Transform Aspire in Satin White with Transform Presence in Ironstone with Transform Emerge in Wheat with 3/a" r Satin White square balusters and Satin White square balusters and Satin black round aluminum balusters, Wheat Satin White post, Zenith post cap, White post, Ironstone Pinnacle post 'p p p, p p post, and Caramel Pinnacle post cape % d�N � � and trim ring. cap, and trim ring. and trim ring. W VT fi . � a . . �. . �.; `fit, I< • � n,i • e• — fir • •!-• • •• - � • m k' A 61 e r - w O N TOP RAIL 0 m ` STATE-OF-THE-ART RESALITE° CORE WITH ACRYLIC CAP BRACKET ,. °�` Unlike Wood Plastic Composites (WPCs), Resalite contains no wood or organic fibers. Weather resistant and strong, Resalite won't absorb water or rot and resists discoloration, - (2 top & 2 bottom, with fading, and sagging. r g, stainless steel screws) i t TOP BEAM 0 r SIMPLE LEVEL AND STAIR BALUSTER ATTACHMENT Transform balusters attach quickly and easily with mounting BALUSTER ADAPTORS adapters, saving time by eliminating the need for tedious nailing (Pre-installed in balusters) q` or screwing each baluster into the railing. This innovative baluster adapter works in level and stair rail configurations. BALUSTERS ' DURABILITY AND FINISH., .. An industry first, ultra low-maintenance acrylic surface provides a satin, wood-like appearance and superior color pigment retention, for gorgeous, lasting color and fade-resistance. �m yi 1 ADVANCED ENGINEERING q Although Transform contains no wood, it has the appearance of wood, shares a similar heaviness, QF and installs without special tools. Transform UNIQUE BRACKET DESIGN --�� provides superior strength and dependability in a `..- Brackets are completely concealed product that is as easy to work with as traditional within the rail structure, providing a materials. �' .�- = clean finished look. One bracket is y used for all applications level, stair, and angled installations. Bottom stair Top stair BOTTOM RAIL 0µ BOTTOM BEAM BRACKET 0i (2 top & 2 bottom, with stainless steel screws) • • Level Level angle - 22.5° Level angle - 450 Transform rail is covered by US patent number 7,744,065 B2 and other patents pending. S YS TEM PAPd .1 . ... } -MW- NOT TO SCALE . ... .. m TOP FDN. FINISH GRADE EL . ' � rv; . ••°;',; FINISH GRADE OVER FINISH GRADE OVER o.., e. DIST. BOX FINISH GRADE OVER • :°•; SEPTIC TANK =~ LEACHING PIT ,..;°.. VARIES / 3" OF 1/B" - 112" 12" MAX PRECAST CONC. OR ASHED PEA STONE „ e: -. BRICK 6 MORTAR 3 OUTLET PIPE LEVEL TO 12" BEL ON GRADE FOR 2 FT. MIN. O'..e•.O:'O O:O:D• .4., p•':b"O 'o,v ;. .o :C :O eL69 •.O: ' •s 72 o•::: o: d: :m ,, , . •-e:::.•:..i..•°..•.• :o:O..o'.',°..•..o.o: :o ti: ..°••p'e••OQ.:O.Q °o•;: C. I. OR PVC TEES = ° GALLON I=BSMT. FLR. DISTRIBUTION BOX EL o: : INSTALL ON LEVEL BASE " 6, PRECAST I ° •• PRECAST CONCRETE 3/4 To 1-1/2 WASHED .° e °••e:e••e..o..o.:o.'.: oo•. 'H 0 REINFORCED CRUSHED CONCRETE 'ee :I 0• 6: ° a.o; .eo-o,:o. e:o:::o-:o.°•o.e;G;. p.:a:.oQ•e::.::.'° : a .a•: e:o,'o: STONE .b:.e.•o.b:•o•'oo.o:a.D•.o.o.o.•:o;•o• o•.o;•,o.o o:;o•°.• :,o:•.'o:.•o•o.:p:: I•, 'a '0:•, H— 0 REINF. SEPTIC TANK o:) INSTALL ON LEVEL BASE '°•°° •;'° ° '' ri�' ° LOWER TOC REMOVE TALL LIMPERVIOUS MA TERIA L BENEA TH THE L EA CHING AREA REPLACE EXCA VA TED MA TERIAL WI TH s �' CL EAN, CL A Y FREE SAND EFFECTI VE DIAMETER 4 GENERAL NO TES LEACHING PIT 1. ALL EL EVA TIONS SHOWN ARE BASED ON A 5 .5 v,V- INSTALL ON LEVEL BASE j 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON PVC. QBSERVA TION PI T s 3. THE BOARD OF HEAL TH MUST BE NOTIFIED WHEN CONSTRUCTION IS COMPLETE PRIOR ' -v° TO BA CKFIL L ING PERCOL A TION RATE: j PRECAST CONCRETE MIN./IN. LEACHING PIT 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED BY THE BOARD CF HEALTH AND CAPE 6 ISLANDS WITNESSED BY* {. Z Z SURVEYING CO., rNC. f 5. MATERIALS AND INSTALLATION SHALL BE IN COMPL LANCE WI TH THE STA TE SA NI TARP !'DATE:' _}� -BRO. OF HEALTH DESIGN DA TA CODE - TITLE V - AND LOCAL APPLICABLE — — — ! ,, c RULES AND REGULATIONS `=' --- -- --- -- s s 8 6. NORTH ARROW IS FROM RECORD PLANS AND NUMBER OF BEDROOMS GARBAGE DISPOSAL ,o \ IS NOT TO BE USED FOR SOLAR PURPOSES u . 7. FLOOD HAZARD ZONE DA IL Y FLOW GAL . B. WA TER SUPPLY r��.,,,•r� �-�� .- ,: .._�..-..�. _ .�.._ GAL . w � • `L, 4 SEPTIC TANK RED ,D. N. 1000 GALLON GAL . 7 SEPTIC TANK PROVIDED GPD. PRECAST CONCRETE y t 8 SEPTIC TANK r J LEA CHING REOUIRED µ h k w. w SIDEWALL AREA " " S. F. .h �u w £ 4: S. F. X G/S.F. = f f GPO BOTTOM AREA S. F. ,: LEGEND S. F.X G/S.F. - GPD LEACHING PROVIDED :" GPD oo/ �/,v,d c r _ 4�• --- \ _ sa �^ R°• ��o PROPOSED EL EVA TION EXISTING CONTOUR "µ � zF OBSERVA TION PIT SINGLE FAMIL Y RESIDENCE ❑ DISTRIBUTION BOX 6 C `� s PROPOSED SEWAGE DISPOSAL S YS TEM - -� ' LEACHING PIT ' N'' 7�0" PREPARED FOR o o SEPTIC TANK �' MC SHA NE CONSTRUCTION t R P I RESERVE Jp LOT 26 OA KWOOD S TREE T CO TUI T — BARNS TABL E — MASS . f :. O1 � PIPE INVERT ELEVATION hxJ1: DA TE.' ��11, a PLOT PLAN CAPE 6 ISLANDS SURVEYING, INC. ����; , ��•�- SCALE. 1 „_ SCALE AS NOTED P. 0. BOX 334 MAP SEC PCL LOT HSE PLAN NO. TEA TICKET, MASS.