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0085 CLAMSHELL COVE ROAD
Ca VE C'O�TCa iT A- 0 0 SS l �i p 1 a �I 1 ��\o ����� a� �,� �� J�� � \ \� I �\ -Commanwealth of Massachusetts r Sheet Metal Permit ` Map Parcel q J Date: /y / ■PRFS permit S PERMIT Estimated Job Cost:.$ 2 0 C7 Pmmit.Fee::$ 3AN19 2016 Plans Submitted: YES F BA R N STALE Reviewed; YES NO Business License# 0 Applicant License# Business Information: Property Owner .*Job"Location-Information: Name: / 5 Name: r PU l9l Street: Street: City/Town: CG�'��i1`� City/Town: Telephoner` 7 Telephone: Photo I.D.required/'Copy of Photo.I.D. attached: YES ✓ . NO staff initial. J_1 M- unrestricted-license .J-2/M-2-restricted.to dweiliuj s 3-stories or less and commercial up to 10;000 sq.. f�/.2-stories or less i i ResidQntial: 1-2 family Multi-family Condo/Townhouses Other. i Commercial: Office Retail Industrial Educational i. Fire Dept. Approval Institutional_ Other Square footage: under 10,000..sq. ft. " over 10,000 sq.ft. Dumber of Stories: i Sheet metal workto be completed: New Work: � Renovation: HVAC V✓ Metal Watershed Roofing. Kitchen Exhaust System Metal-Chimney/Vents Air Balancing I Provide detailed description of work to be done: a 47Ow C7 G f f �► i .INSURANCE COVERAGE: I have a current liability.insurance policy or its.equivaientwhich meets.the requirements of M.G:L Ch.112 Yes o ❑ I If you have checked ,:indicate the type of coverage.by checking the appropriate box.below: - A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER--,]am aware. at the licensee does.-not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my:signatvre on this permit application-waives this requirement: i Check One Only Owner ❑ Agent ❑ I Signature of Owner or-Owners Agent I'. I • By checking this.boxE14 hereby certify that all of.the details and information-[have submitted(or entered)regarding this application are true.and accurate to the best of my knowledge and'.thafall sheet metal work and installations.performed under the permit issued'for this,application will be In compliance with all pertinent provislori of the Massachusetts'Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress.Inspections I Date Comments Final Inspection Date Comments Type License: 3y Master Fide ❑ Master-Restricted :Ity/Town ❑Jottmeyperson . Vignre of Licensee 'etmit.# /V► ❑Joumeyperson-Restricted Lice Number (J =ee$ Check,at www.mass. vim nspector Signature of Permit Approval _ Town of Bamstable Regal to' Services r r a Thomas F.Geller,Director Building Division ► Tom Perry,BWIdn j Co►••n isdoner 200 Maio 5tree�.Hyannis,MA.02601 www.town.barmstable nmus OfEce: 508-862-4038 Fay 509-790-6230 Property Owner Must Complete and Sign This Section If Using A•Builder as Owner of the subject property hetebp authorize u�►M e to art on my behalf, in all matters relative to woQk arlthwized by this b=Mng*pe=ait � s cl4s�� � � coved cof-�� (Address of Job) 0 Z **Pool fences and alarms are the responsibilityf the o e applicant. Pools are not-to be filled•before fence is'installed and pools ate not to be utilized until all ftn21 inspections a;otne d accepted. sigatare of, e o Applioaat t�T`� icw lam'S CeC Print Name picot Name Date QT-ORI&:owr sorFooU 9 : auoiga _uusaa.a}os o j 141D0.9.. zn; ig m—M'S ao#QdsalIe3?jgaja-k �M�Ua701j�TD-Z � E�CL PL�'L I�H3�P�n�"I :(-ano Qpm)Au.gT-V 2mnssi asuam umma :nsiol zo 3n�i�u rr:ua;;�n�aCq pa�dura,aq v;tya.ry a?i};ut�.rss;nu aQ :•Ciu,o.� a zacqa �arrao,pun anq s�atagn pappw.�d r�m;nuua}�re,ar�.�gT drsrfrad„jQ sa�uuad,Puu sumrf.s�g '�4a��aP I QRRJ:a soo a =sag Q--'E&3o suo-gEff sa u i ;o,aoP3O gT al PBPug zj Sena wmmms sig30 Mo3 E pq;pa= B a$ -.10jxj0ra alp 15=a e fXP E 00-057�$CT da30 s P�2gQ2i0�2i011�dO�S a30�� d ss IFa� _T aao m�pu��0 oS`I �a dn mg 8-TO S9.9I Iea MMJO uoq�sOdcl�MR 14 PSI use M '3-MY430 V9Z uc�R--QS MP=Pam T=sn Q2am oo amoas og 2mi_m3 (a3�P IIo.qesd.:a prxa j afd uo�}sarj7ap 3agod uagesaad�aoa,s�a1jaaai aq}30 ICU*E aP ' d y P L177I itsgor gol TFQ1jDS wifiU0.7, 1iZvd ZPWdRe(07,cT O zJv wvf -x q—u lmad'dmoa�—xx-.tit agraaid I—XaT%--'Coj&--rq—P-W -q-9;[D-II "—taIf aesq asmg iaax34n psis F�% �3o amsa aq1 acvungs]��I�Q9fFPt P 1 �4 sr Aga s� "^tr maaa g¢S gS�II 9IIL7®quo7 apa aam{uavpm*ajx]p2%Ia38Amp kqr-wm -m�cgm 3�cd�q�adzum asmgwm��`dmxia-+Is malaq vngsas�gio TC�3�@ ISM I�xO4 sPa�I�����7. '�Pattnbaia�temsui-dmoa III?EI I •� om 0� MN]-Ssaa�nldM nu QW4-M pm`&)I§iSI-j I 3 a ►sue sjFu ajocsd❑n -103ggnd -J=m.&Ta zm'x oil] Tr-aA= saorarpga so snadw 2mgmrqa Ell I Aaq}pasmx-xz;?QAyq s.raog3o *Oan.M 2MOP rau�sr q E mE I suo ppe m sAadas M plc �4I s;i eUDt}E E zodioa aM git ❑-S Lama r Ism_tkUo� auz:dmaa •szaam oN] uoq?PPg 2m-pp $❑ -b DA-rq p—sae kuld--a 437de"irs m acu g 2appom ?To�Q❑ "8 9ARq=Qr-=4uoo-qm vLI saadojd=au a,urq Fore dxqs P 7-ME, -L 4aags pD s aq;uo PR499 cauPlad w-'o �d Dios E mE I Z R a-qw Eq *(=R-4md-)0AM vu)saaSojrfura ❑ . 0 I pue so;a�4uvo iarm�I ❑ .� lq}�ei1dojdtaa E sae I ; - )4= 3 = :sQq a3Eudn�Tlde xj�yaaSold•¢ca us�aav �Z � 8 f, Zl ssaspp� , �d J yqqiawl ppj asuala u�o }iexum�Zl Inc - s.iaqiunWum_:, /sato}�� }II°;3, FaPI � �P aauEnasala�c��ge rzadtu� nano `wsvff srxorI.O ao - . x�m��ssn��n r�e� �aar�rrcarca�ax,� i Information an.d Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an arpLoyee is defined as"__.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." 1 , MGL chapter 152, §25C(6)also states that"every state or Iocal 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, MGf chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the peformance ofpublic work until acceptable evidence of compliance with 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)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance Coverage. Also be sure to sign and date the affidavit The affidavit sbould 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 mmaber listed below. Sell-insured companies should enter their self-insurrance license number on the appropriate line. City or Town Officials Please be sure that:the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pemmitl icense number which will be used as a reference number. In addition,an applicant that must submit multiple permiit'license appli>:ations in any given year,need only submif one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to.the applicant as proof.that.a.valid affidavit is on file for future permits or licenses_ A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i_e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this aifidavit• 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 is a call The Department's address,telephone and fax number: 'Fbe Com=nwWth of Massachusotts Depaztrnc t Qf Ii Ldustcjal Accidents Office OfluvestigafiGn,S _ &�•Q�ashin�tan Street: . $agtou=IAA G21 I I Tel,A 617 727-4900 W 4-06 or 1--&77-MA�SAFE Fax# 617-`27-�49 Revised 4-24-07 - - wwV�.m�,s�go��dia • ACQR . CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DDIYYYY) 9/14/2015 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 pollcy(les)must be endorsed. if SUBROGATION IS WAIVED,subject to the.terTna 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 endorsements. PRODUCER ;jXm"E"�" Cheryl hollis C.L. HOLLIS INSURANCE PHONE (508)295-9500 Fax (506)295-9099 140 Marion Rd ADDRESS IL .cherylleeoinsurehollie.com INSURE S AFFORDING COVERAGE NAIC Y Wareham MA 02571 INSURERA:SafOtV Indemnit INSURED INSURERB:Safety Indemnit JAMES DIEDE DRT HEATING & AIR CONDITIONING DBA INSURERC-Twin City Fire Insurance Co PO BOX 666 '► INSURER 0 INSURER E: BUZZARDS BAY MA 02532 INSURERF: COVERAGES CERTIFICATE NUMBER:CL156202364 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED.BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DD POLICY POLICY EXP LTR POLIC MBER EFF OMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 'S 1,000,000 A CLAIMS-MADE Fx_]OCCUR t 300,000 BOU10024109 9/12/2015 9/12/2016 MED EXP(Any one S 10,000 PER SONALBADVINJURY S 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 MOTHER: POLICY JECTLOC PRODUCTS-COMPIOPAGG $ 2,000,000 EPLI $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE d e LIMIT Ma accident) $ 11000,000 B X ANY AUTO BODILY INJURY(Per person) $ AUT� AUTOS ED X AESDULED A 6233263 5/4/2015 5/4/2016 BODILY INJURY(Per accident) t NON-OX HIRED AUTOS AUTOS (Per Per acci een DAMAGE $ S UMBRELLA UA9 OCCUR EACH OCCURRENCE S :4EXCESS LIAB CLAIMS-MADE AGGREGATE S DEO RETENTION = WORKERS COMPENSATION X PER H. I STATUTE ER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑Y C . (Mandatory In NH) OBWRCTK6573 9/13/2015 9/13/2016 E.L.DISEASE-EA EMPLOYEE 3 500 000 If yyea describe under DESG�RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remar)ce Schedule,may be attached I more apace Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE _ / J THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Cheryl Hollis/CHBRYL 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025/?mail gz h - �,tlg saatlzzne zg - 9990- i�5zo tlri 99. X08 08 3031,0 .W S3WYa j - 't :m j{ ���• � 0/tl � 9NI1tl3N: la o • a a31StlW tl 'SV '0310:1a1S3aN(1- 53t1SS,l 3SN33 I l,:�N,I Moyjo j 3H1 1tl13W.<133HS r 30 a Vogl.; e 0 0 . . t S(1H3fSStlW �O H1l�MNOWWO� s1.1.3 4AS` f PROJECT:. •: _ `. . ME NA : ��1 ��V�t I .d�► ADDRESS: . -PERMIT#' . :: :...• -II � VJ�- :�... ....-.:.••�.. •-:._ .�:� - ; -• •.:,�...'.�-. � .. �...:.- ..' : •- �. . . PERAMDATE:' LARGE ROLLED PLANS ARE IN. :.'SLO'T Data entered m p MAPS rogram on: BY: liive:.: q/tivpfies/ orris/atc REScheck Software Version 4.6.0 Compliance Certificate Project New Addition Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 85 Clamshell Cove Rd. Pulsifer Dennis O'Reilly Cotuit, MA 02635 85 Clamshell Cove Rd. 11 Cotuit Cove Rd. Cotuit, MA 02635 Cotuit, MA 02635 . trade-off Compliance: 1.5%Better Than Code Maximum UA: 135 Your UA: 133 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 364 38.0 0.0 0.030 11 Ceiling 2: Cathedral Ceiling 488 38.0 0.0 0.027 13 Wall 1: Wood Frame, 16" o.c. 762 21.0 0.0 0.057 34 Window 1:Vinyl Frame:Double Pane with Low-E 52 0.300 16 Door 1: Solid 20 0.270 5 Door 2: Glass 97 0.300 29 Floor 1:All-Wood Joist[Truss:Over Unconditioned Space 768 30.0 0.0 0.033 25 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 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. i 15ame-Title 5ignature Dat Project Title: New Addition Report date: 12/02/15 Data filename: Untitled.rck Page 1 of 8 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 006 Parcel Oss OF BARNSTA;aLE Application Health Division `c'j4 �^ �,} �s, Date Issued T :.13 r. LI: 1 s Conservation Division Application F e Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street AdZ11-1 ss S IG P� J aq Village Owner Al, e,-Us�tl �,, �UIs irtP_ Address 9�5 C14#"SZ I Coo I"' Telephone .S _q1_0 - S I I 1 Permit Request Pew M asTe r Urae- e dew. � �CJ� .'Pr�.� � ; "1►1n 'r �/ uY- 3`e Gt eon r 7b 0 . 'G 'L Square feet: 1 st floor: existing 0� a5 proposed 2nd floor: existing N% proposed Total new . ?l -4— Zoning District Rf Flood Plain Y Groundwater Overlay ,�_ Project Valuationk1 q L66 e °1D Construction Type eU :�;✓l /N ew Lot Size 11,352 Grandfathered: �'es ❑ No If yes, attach supporting documentation.IVIA Dwelling Type: Single Family (d Two Family ❑ Multi-Family (# units) Age of Existing Structure X0 Vrs, Historic House: ❑Yes YNo On Old King's Highway: ❑Yes VNo Basement Type: Ed Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) %DVS` Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: 3 existing 3 new Total Room Count (not including baths): existing S new First Floor Room Count Heat Type and Fuel: CdGas ❑ Oil ❑ Electric ❑ Other Central Air: R(Yes ❑ No Fireplaces: Existing 1 New _ Existing wood/coal stove: ❑Yes Qd No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing udnew size _Shed: ❑ existing ❑ new size _ Other: Jdx J�_y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes R(No If yes, site plan review # Current Use R F Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 06 Re I 11w ASS 0 C , Telephone Number -q7/I Address -o 7uJ CDv e 1 License #_C S - /6 y 3 2,C C,040. 1, ,� ���3� Home Improvement Contractor# Email e C o 011 Worker's Compensation # &XC d S ao-Sal-3 Y65-.Za`S A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C'. G, /1/aa,,a 1 SIGNATURE DATE d �y/S r . s FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 'F MAP/PARCEL N0. ADDRESS VILLAGE OWNER I DATE OF INSPECTION: ' FOUNDATION l�►j I'Z#3;j�,�'�= FRAME �� d ' INSULATION lfillL FIREPLACE ELECTRICAL: ROUGH FINAL + PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING P® d L Yd- DATE CLOSED OUT ASSOCIATION PLAN NO. •t r ' ?Tie Coinnxorrivealth of- assail iusetts IX eparlrnezzt of Induslrid Accid�7ds - fffi-ce ofIrnlestigatrons . _ 600 Maslaartgton Sheet _ _ y Hosionx M4,02111 ' tv►vi�?nras�g}rvfdici Workers' Campensatian Insu=ce Affidavit:BuilderrJCautractarsMectricians/Ph mhers AppUcant Informiation Please,Brut Led Name ousnemUrganizationffil&�Y_ L)e_n✓11's o Re, 1. Dee) I 50c:qk5 Address_ u C.4. C9v 4 . City/StatelZ p:_ 00-6 3- Phono 9- S 937 -y711 Are you an employer?Checkthe appropriate bo=: ' Type of project(required): I_ I am a employer with . ❑ I am a general contractor and I � 4 6_ ❑New canstructioza employees CRAI andfor part-timed* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling These:sub-contractors have ship and Nava no empress. - $.•❑Demolition: Watling forme-in any eapacitg_ employees andhace woricers' g- O'Building addition [No n-nrRms' comp.insurance: comp_LT1su=cal required-] 5. ❑ We are a corporation and its 10❑Electrical repairs or additions 3.❑ I aura homeo-wner doing all Worts officers have exercised their ll-❑Plumbingrepairs or additions eg myself[No vuoskBrs'comp- Tim of empfion per MGL 12.❑Roafrepaus . insurance require&]i c.152,§1(4k and we have no employees-[No workers' 13-0 Other comp-insurance required_] OA!xy appHumtthat cbedmbox R Est also fll out the sectianbeIowshnsdag theirwoziere cmapensatioapoycy infinntsduu- Sameormnerswho submit ibis afbdacif mgffmtimg tbey are doing all weak and then bee an=deeoat actors—rt submit a newaindwe t iadics3in smdi iCoaasctM fist dhedc thin bmi must attacbed m additianal shed amdng the'name of Rye sub-ca=rtos aafl state whediet or not those entities linm employee.Ifthesub-continctces have emgtoreas,tbeymustpmta&their warken'comp.palityz=ber. I ant an entp&jwr that is prm-Rding workers'cotrrpertsatiore inmiraaoe for my emptopem. Reioov is ilia policy and jobs site informRliom Insurance CompanyName: .A,55D U,ra�4 Enneo ky e rS Z 5. C) . Policy or self-ins.Z.ic.o WCG- s y6 S 613 J�o)• -A Expiration Date-_f 100-IL l 6 JobMteAddress: 3S C/av►.4,J71 rave LL Cr� Cityfstatel : CAZD)4,,J C)) ,(3.r Attach a copy of the workers'compensationpolicy-declaration page-(showing the policy number and expiration date). Failure to secure coverage as required.under Section 75A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q Oa and.for one-year imprisons as weal as civil penalties in the faun of a STOP WORK ORDERand .fime of up to M-00 a dap against the violator- Be advised that a copy of this statement maybe forwarded to the Office of Invveedtations of the DIA for insurance coverage verification- I do hemby csry uder thg Pains andpenalties ofFerjury that the irrf bnua#iwr prmvied abmv is hays and correct i>matUr� Date- Phone ik OBTcid use early. Do not avrtte in tins area,to be campfeted by c*y ortotrn official City or Town: Permit Ucense# Issuing Axffiarity(circie one): L Beard.of Health 12 BuilTing Department 3.Cltyl Town Clerk 4.Electrical Inspector S.Phanbing Inspector 6.Other Contact Person: Phone-#: Laformation and 11astrnc6ons Massachusetts Geheaal Laws chaps I52 requires all employ=ID provide woIkc&eompensalion far their employees. everyP Pmraant-to this staiufc,an mTky=is defined as. ersonic a service of another endear any contract oft e, express or rroplied,oral or wiklnn. An.�nployer is defined as`pan individual,parinership,association,corporation or other Iegal eutiiy,or any two or more of the foregoing engaged is a joint enterprise,and including the Iegal represenfafives of a deceased employer,or the receiver or tmstee of an individual,parWership,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 occripant of the - dwelling house of another who eanploys persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building qpJ m tenant thereto shall not because of such employment be deemed to be an M*3ployw--" MGL chapter 152, §25C(6)also states ttiat"every state or local licerzZ g 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 requirecL- Additionally,MGI,chapte r I52, §25C(�states"Neither the�ommonwealih nor any ofids political subdivisions shall enter into any contract for the performance ofpublic work unirl acceptable evidence of compliance with the insurance. regLm ements of this chapter have been presented to the contracting aothority." Applicant-, Phase fill obt the workers'compensation affidavit completely,by checlking$e boxes that apply to your siination and,if necessary,supply sub-contractors)name(s), address(--s)andphonenninber(s) along with thtir certificate(s)-of inn -ante. Limited Liability Companies(LLC)or Limited LiabUity-Partau-ships(LLP)with no employees other than the members or parEaers,are not required to carry workers' compensation insr=ce. If an LLC or LLP does have employees, a policy isregnirr4 Beadvised that thisadfrdayit may besubmitb!;dto the Deparhnentofludusdal Accidents for confirmation of fi m-ance coverage. Also be sure to sign and date-the affidavit. The affidavit should be-rettrrmed to me,city or town that the application fur the permit or License is being reques not the Department:of Tnanstri�A_ccidenfs. Should you have any questions regarding the law or ifyou ate regrrII ed to obtain a workers, compensation policy,please call the Department of the number lisind below. Self-insured companies should enter their self-insurance Hccme.number on the appropriate line. City or Town Officials Please be sore that the affidavit is complete and priided legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office ofInvesti gaHons has to contact you regarding the applicant Pleas e be sru e to fill in the pezi tiV icense nvnber which will be used as a refex=ce number. In addition,an applicant that must submit muht PIe p=&Hcense applications in any given year,need only submit one affidavit indicating r rnT e t . policy in��rnation(if necessary)and under`lob Sim Address"the applicant shoo d Write"all 10cati0ns in (c'ty or flown)_'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 fi:±m 'peanits or limes'A new affidavitnn st be fEacd out each year.Where a home owner or citizeu is obtaining a license or permit not related to any business or commercial veatu'm. (i-e. a dog license or peunit to bum leaves eta.)said person.is NOT requirrd to complete this affidavit The O ffice of Iu nns would hIm to thank you iu advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Deparlmmf's address,telephone and faxm=be.r. Th@ Mweal- E of Ma 5sachuse- Deepariment of Ii dmtdd Accidents WC=Of 1hVeRtkatiom 6W Waslai oon t �osto-n�Ir�L E�11 F . Tf,-L 4 617- -49-GO QXt 406 cat'1-W7 MA&R-� Fax 9 617 727 7749 Revised4-24-07 .ma gaWdia AF1,'C Guide to Wood Construction in Higlr Hrind Areas: 110 frrph Wr-rid Zone Massachusetts Checklist for Compliance(780 Ch'ilt53oE.�.r.r)r Loadbearing Wall Connections - lateral (no.of 16d common nails)_.........._.......:........(Tables;. -------- Non-Lmadbearing Wall Connections Lateral (no.of 16d common nails).._.__.._.----_---•---_--(Table 8)--------___----__-----.--._------..------------ -L Load Bearing Wall openings(nerd largest opening but check all openings for cor ipBance to Table 9) Header Spans ....._._.....__..._—__.....................(Table 9).............. Sill Plate Spans ...._._..._...._..__...... .(fable 9).....__......_.................� FullHeight Studs (no. ofstuds)._..........__._._.:._..._..(fable 9)......... N Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.:.................................... (Table 9)................................ _j ft_in-s12' able 9 �ft_in.s 12' SillPlate Spans.... _.._:......................•------.....(T )-•---._._:..._._............_.. Full Height Studs(no.of studs)..._....._......._.._..........(Table 9).................................-. ----------.:....�_ Exterior Wall Sheathing to Resist Uplift and Shear SEmultaneousV. _ Minimum BuOding'Dimension,W Nominal Height of Tallest Opening2 ........................_............................................... _. 7�5 6'8' SheathingType....................................._....(note4):e,_.-•••••--...--•-•••-••--....._..._....__......_. /d // ✓ Edge Nail Spacing._..._...._._.:..........._..._...___.(fable 10 or note 4 if less)............._._....... 3 in. ✓ Feld Nail Spacing able 1 D Shear Connection(no.of 16d common nails)(Table 10)...._ ......-....................................5 Percent Full-Height Sheathing.................:...(Table 10)•------.-----_---_--.....__---_.--.-•--.-_---.-.-_ 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)....._............. Maximum Building Dimension,L / Nominal Height of Tallest O enin � <6'8 ✓ SheathingType-•..............................._......(note 4)------------------------------------------------ Edge Nail_Spacing._...__-.------(Table i 1 or note 4 if less)..._.._..---_ 3 rn_ V _ Field Nall Spacing. :..(Table 11)........ ._..-.__..__----_-- 6 in. Shear Connection(no,of 16d common nails)(Table 11)...._:_..,._.._._....._.._..__:_.._......g Percent Full-Height Sheathing.-____...(Table 1 % 5%Additional Sheathing for Wall with-Opening>6'8'(Design Concepts)----------- Waft Cladding Ratedfor Wind Speed7._...._._.._._..._..____..._.._......................___.....__..._ _-- 5.1 ROOFS• - Roof framing member spans checked?.......... (For Rafters use AWC Span Tool,see BBRS Websile) . Roof Overhang ................................................(Figure 19)............. S ft s smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors .. able 12 ...._....U=a a,plf ✓ lateral........................_.............(Table 12)...._.....____..----.__....---._...._L= 194 plf ..._..._._..._.___._.:.. _ __.( ale _ s-plfShear._ - Ridge Strap Connections if collar ties not used per page 21... able 13 .......................T=13 L plf Gable Rake Oudooker...................._.........._.._.._.(Figure 20)......... ft ft s smaller of 2'or L2 Truss or Rafter Connections at Non-Loadbearing Walls• Proprietary Connectors Uplift._....._.:...........:......_._.___....(Table 14)._..____._._.._..._.__.._.-_-__U= t03 lb. Lateral(no.of 16d common nags)_.(Table 14)................................ .._L= .44 .Ib. - Roof Sheathing Type_..-_----__--_. 7$0 CMR Chapters 58 and 59)............. Roof Sheathing Thickness_-_....._.__.....__—: --..-.=-...—_----.---...-----___ g in.>-7116'WSP Roof Sheathing (Table 2)_....._...... __.;....._..,.__........._....__ Notes: •1. • This dwu:k ist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 7B0 CMRS301ZIA item 1.if the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ' d_ AEI Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b Z, 'E=eption:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full•-height sheathing ' requ'iremertts shown in Tables 10 and 11. 3. The bottom sM plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-tir4e. ' 7 A WC-GiLide to Wood CojTsfrucdon is High KindAreirs:11-0 tizph I-ri*ndZona Massachusetts Checklist for Compliance p3o c7%,rR53oi7.i.i)' • Compllan= 1.1 SCOPE Wind Speed(3--sec. ....... ..... ...........110 mph WindExposure Category...._....._....„........„.......__.._.._._._..................................................:............. Wind Exposure Category................Engineering Required For Entire Project.........................................C . 12 APPWCABIUIY Number of Stories(a roof which exceeds 8 In.12 Slope shag be considered a story)_stories :9 2 stories Roof Pitch......... (Fig 2) ......._-, ...........................E?:/)L 5 12:12 ✓ Mean Roof Height........................................................(Fig 2)............................................. I ft :9-331 Building Width,W..................................................... g . (Fig 3)........................................... . BuildingLength,L .:.......................................................(Fig 3)............................................ SO -ft s 80, Building Aspect Ratio UJM ...............................................(Fig 4)..._._._._.........._......__._._-:..___._ z)S;k 3:1 Nominal Height of Tallest Dpening7 .....................�. ---:-_(Fg 4).---_.-..----_-. - 1-3 FRAMING CONNECTIONS General compliance with ftamirig connections...................(Table 2)............................................................ ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................. .................................................... ......... .......... C ✓ onte ............ 22 ANCHORAGE TO FOUNDATIOW-3 �/B'Anchor Boltswimbedded or SIB'Proprietary MechanicalAnchors as an alternative in mncretee only Bolt Spacing-general................................... ..:.(Table 3J- in. Bolt Spacing from endrjoint of plate.........—_-_-(Fig 5)..... ................. !R in.:5 Bw-12'. Bolt Embedment-concrete._......._..._....._..._............(Fig 5)............................... in.i r Bolt Embedmeni-masonry.................:.................-(Fig 5)......._i............................ in.-15, Plate i 3"x 3'x 3.1 FLOORS Floorfrarning member spans checked T80 CMR Chapter 55) Maximum Floor Opening VjmenSlDn._:.........................(Fig'6)....._.._..__.................................... ft:9 TV Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.................................... MbAriiLlm Floor Joist Setbacks SUPPDiting I-Dadbearing Wairs or Shearwall...._...__..._(Fig 7)...................... ft :gd V Maximum Cantilevered Floor Joists 14 Supporting Loadbearing WBAS'Dr Shearwall 8)..................0........................... ft Scl *1 FloprBracing at Endwaft..................... (Fig 9) ........... Floor Sheathing Type 780 CMR Chapter Floor Sheathing ThIckness 730 CMR Chapter 55)................ In. Floor ShF_-athIng FqshFA- ng d nails at _in edge in field 4.1 WALLS Wall Height A • Loadbeadng ....... (Fig 10 and Table 5)........ ft S i or Non-Loadbearing (Fig 10 and Table ft Wall Stud Spacing 10 and Table Wall SlDry,Offsets (Figs 7&a) ft -S d 42 ocrmoRYAL& Wood Stud's. LoadbeariAg irafi; (Table --ft_in. Non- oadbearing ? s 5)------- .......--.-..2x - It In. Gable End Wall Bracing Full Height Endwall Studs.—_ 10)__ _ :4 __ WSP,AXb Floor Length 11)-_ - =: T'zWIZI 'Gypsum Caft Length(d WSP not used).... Fig 11) ft?t 0.9w and 2 x 4 Cbritinudus Lateral Bra6e Q 6 fL mm (Fig I I)................................ or 1 x 3 celling furring strips g?1 So spacing min.with 2 x 4 blocking @ 4.t spacing in end joist or buss bays Double Top PlaL- Spline Length (Fig 13 and Table 6) ft Splice Connection no.of 16d common nalls)—'-_Jable AWC Guide to Wood Construction hi High RlndAreas: 110 ugh 1+77xrdZone Massachusetts Checklist for Compliance (790 CkfR 5301 2J:l)r 4. a. From Tables 10 and 11 and location of wall shi athing 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 parallel to studs. n. All hor metal joints shall occur over and be nailed to framing. til. 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 Bd staggered at 3 inches on center per figures below:Vertical and Horimntal Nailing.for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extenslve renovation to the first ffoor c)replacement iviridows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. j I YVF�tTNs EDGEFIIMM ON FftkMM tussa wms AT67h= _ u LJ ii ii i• 1 �� 1 11•0 • - ii It N t 1 � I Al c z i Ed m n tt� t1 1► � a 1 1 d<•'t� �i lu 11 tl c :I I I 1 1 1RtG I l Jw V 1J EDGE slrERJEDL&TE _ 11 L� j1 _ 1 'iL 11 11 1 t C Yi� if if Ts 1 t l 1 '` 5NSA PAMM ST 3`rdl+L Pura. RR> IDGE AOuBLENA�IDGES?ACl�IG OETi[L See Delail on Next Page Vertical and Horizontal Nailing Detail •' for Panel Attachment VerfiGai and HolrmntaJ Nailing for Panel Attachment oFrayy Town of Barnstable Regalatory Services MASS �. Richard V.Scali,Director 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstableana.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Us ing A Builder I, �� �� /"T/S ' J P P rty- �� / �r y, , as Owner of the subject ro e hereb authorize ' y � c ��SS U G 1 d ��.S to act on niy behalf, " in all matters relative to work authorized bythis building permit application for. (Address of job) 'Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utiil zzed before fence is installed and all final inspections.are performed and accepted. %&nature -of Mmr ignature of Applicant Ph Ifge rk elil7is 1 � eelf Print Name Print Name Dane . QFORMS:O WNERPERIMSIONPOOLS Town.of Barnstable Regulatory Services rogyM Richard V.Scali,Director Building Division Bna�= F Tom Perry,Building Commissioner 9 200 Main Street Hyannis,MA 02601 i639- � www.town.barnstable.ma_us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER UCMNSE EXEN(p1ZON . YleascPriat DATE: JOB I OCATIOI L nnmbcr strcct v�lagc "HOMEOWNER": • aamc hunt phoac# work p)ionc# 7 CURRENT MAZING ADDRESS: __r•_ _ city/ftnm sty rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OR 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, attacht;d 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"homwwneu"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shaII 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 ofBarnstable Building Department minimum inspection �procedures and requirements and that he/she will comply with said procedures and requiremens. Signahirc ofHomoowncr Approval of Bm7ding Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the Slate Building Code Section l'27.0 Canstruc ion Control HOMEowr�R�s E�TioN 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 109.11-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 nse 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 urItimately responsible. To ensure that the homeowner is My aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the 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:\WPFMES'1FORN0\bmldiag permit f:3=\ERPRESS.doc Revised 061313 e "vmoaacuea`tl,olC�/f�aaaac�ccaet�—� Office of Consumer Affairs&Business R"egulation License or.registration valid for individul use only st IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: J;fi6842 a- Type: Office of Consumer Affairs and Business Regulation _ xpiration:-8T:6L20];6a DBA 10 Park Plaza-Suite 5170 -" � S Boston,MA 02116 O'REILLY&ASSOCI•,TES.,gUILDERS/DEVELOPERS -1 DENNIS O'REILLY 11 OTUIT COVE RD� 1 COTUIT, MA 02635 O Undersecretary Not valid without signatu I • i Department of Public Safety t� Massachusetts - Regulations and Standards ' ice! Board of Building ,1 Construction Super%Isor License-.: D YS S T.OREII> It Cotuit Cove R I Cotuit MA 02639 , Expiration 0511512016 Commissioner WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800)876-2765 NCCI NO 40959 POLICY NO. WCC-500-5013469-2015A PRIOR NO. I WCC-500-5013469-2014A ITEM 1. The Insured: Dennis O'Reilly DBA: i Mailing address: 11 Cotuit Cove Rd FEIN: ••'2038 Cotuit,MA 02635 I Legal Entity Type: Sole Proprietor Other workplaces not shown above: 2. The policy period is from 06/08/2015 to 06/08/2016 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE I 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium I INTRA 0972030 i INTER SEE CLASS CODE SCHEDU E Minimum Premium $500 Total Estimated Annual Premium $2,818 GOV GOV Deposit Premium $741 STATE CLASS MA 5645 State Assessments/Surcharges $2,471.00 x 5.8000% $143 This policy,including all endorsements,is hereby countersigned by 04 4/2 /2015 Authorized Signature Date • i Service Office: Rogers&Gray Insurance Agency Inc 54 Third Avenue 434 Route 134 Burlington MA 01803 South Dennis, MA 02660 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with Its permission. ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam117601 Dry 1 span I No cantilevers 1 0/12 slope November 3, 2015 11:26:44 BC CALC®Design Report Build 4308 File Name: PULSIFER 85 CLAMSHELL Job Name: PULSIFER Description: Designs\FB01 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:CEO LIIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: i ...... -- 77. -''-_ - B0 22-00-00 j 61 Total Horizontal Product Length=22-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,960/0 1,588/0 B1, 3-1/2" 3,960/0 1,588/0 Live Dead Snow Wind Roof Live Trib. Load Summary ` Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 22-00-00 30 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 29,254 ft-Ibs 52.2% 100% 1 11-00-00 End Shear 4,728 Ibs 29.6% 100% 1 01-07-08 Total Load Defl. L/379(0.682") 63.3% n/a 1 11-00-00 Live Load Defl. U531 (0.487") 67.8% n/a 2 11-00-00 Max Defl. 0.682" 68.2% n/a 1 11-00-00 Span/Depth 16.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 5,548 Ibs 10.1% 40.3% Versa-Lam 1.7 B1 Post 3-1/2"x 5-1/4" 5,548 Ibs 10.1% 40.3% Versa-Lam 1.7 Notes i Design meets Code minimum (L/240)Total load deflection criteria. t Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. :-.�..:t Calculations assume Member is Fully Braced. '''- .._'..� t :.s,•�r Design based on Dry Service Condition. �%`:��:�.- ' • •'�•,; •.• ; Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:Truss Lok(tm) ' ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope November 3, 2015 1126A4 Build 4308 File Name: PULSIFER85 CLAMSHELL Job Name: PULSIFER Description: Designs\FB_01 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a i output as evidence of suitability for '' • r: • particular application.Output here based c on building code-accepted design _ • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e �.. current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C= 12" or ask questions,please call (800)232-0788 before installation. b minimum =4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD T"',BCI®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. y 4, +'m ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\171302 BC CALC®Design ReportNME Dry 11 span I No cantilevers 1 0/12 slope November 4, 2015 15:08:27 Build 4137 File Name: PULSIFER_85 CLAMSHELL Job Name: PULSIFER Description: Designs\FB02 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Ij v ,._f___r__—+z_. _s___'i�.....v__�'�.v.....:P•_.ems_-..zr�f.-v—�..L.-- �_...aY_� _._.�v��.___:F. .__5;..._Z--o b o .¢��•r__e._i : BO 12-00-00 61 Total Horizontal Product Length=12-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,250/0 1,587/0 3,000/0 B1, 3-1/2" 2,250/0 1,587/0 3,000/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 12-00-00 30 10 12-06-00 2 Unf.Area (lb/ft^2) L 00-00-00 12-00-00 10 40 12-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 15,331 ft-Ibs 63.7% 115% 3 06-00-00 End Shear 4,527 Ibs 41.5% 115% 3 01-01-00 Total Load Defl. L/283(0.49") 84.9% n/a 3 06-00-00 Live Load Defl. U397 (0.349") 90.8% n/a 6 06-00-00 Max Defl. 0.49" 49% n/a 3 06-00-00 Span/Depth 14.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Supports Dim. x�Value Support Member Material BO Support Member Material BO Post 3-1/2"x 5-1/4" 5,524 Ibs n/a 40.1% Unspecified B1 Post 3-1/2"x 5-1/4" 5,524 Ibs n/a 40.1% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. 1 Design based on Dry Service Condition. i Deflections less than 1/8"were ignored in the results. , �,��,_-.r,_••.`•, ✓'- + Fastener Manufacturer: TrussLok (tm) . / ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F602 Dry 1 span No cantilevers 1 0/12 slope November 4, 2015 15:08:28 BC CALC®Design Report Build 4137 File Name: PULSIFER 85 CLAMSHELL Job Name: PULSIFER Description: Designs\F602 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State, Zip: COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b +"" d "•'' Completeness and accuracy of input must be verified by anyone who would rely on a j ' output as evidence of suitability for T — . 7 • • particular application.Output here based c on building code-accepted design _ properties and analysis methods. Installation of BOISE engineered wood ! products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=5-1/2" (800)232-0788 before installation. b minimum =4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD TM,BCI®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. /,<Nam- i ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamXFB02 EM Dry 1 span No cantilevers 1 0/12 slope October 13, 2015 23:15:15 BC CALC®Design Report Build 4137 File Name: PULSIFER_85 CLAMSHELL Job Name: PULSIFER Description: Designs\F602 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 1 12-00-00 BO 61 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,500/0 1,587/0 3,000/0 B1, 3-1/2" 1,500/0 1,587/0 3,000/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 12-00-00 20 10 12-06-00 2 Unf.Area(lb/ft^2) L 00-00-00 12-00-00 10 40 12-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,770 ft-Ibs 57.2% 115% 3 06-00-00 End Shear 4,066 Ibs 37.3% 115% 3 01-01-00 Total Load Defl. U315(0.44") 76.3% n/a 3 06-00-00 Live Load Defl. U463(0.299") 77.8% n/a 6 06-00-00 Max Defl. 0."', 44% n/a 3 06-00-00 Span/Depth 14.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 4,962 Ibs n/a 36% Unspecified B1 Post 3-1/2"x 5-1/4" 4,962 Ibs n/a 36% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. -%14 F Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. G 8 D. Fastener Manufacturer: TrussLok (tm) STRAWR 8MUCTURAL No.NMI C�STEati� IA U 10/13/2015 Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 Dry 1 span No cantilevers 1 0/12 slope October 13,2015 23:15:15 BC CALL®Design Report Build 4137 File Name: PULSIFER.85 CLAMSHELL Job Name: PULSIFER Description: Designs\F602 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=5-1/2" or ask questions,please call (800)232-0788 before installation. b minimum =4" d=24" e minimum= 1" BC CALCO,BC FRAMER@,AJSTm, ALLJOIST@,BC RIM BOARD'"' BCI@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM1m,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, Connectors are: FMTSL005 VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. _S-IMOFy�„ G GTRADIER LIMES D. IfIt cn0Al co No.3MI C�sT1ra�� L 10/13/2015 f ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 MM Dry 1 span No cantilevers 1 0/12 slope October 13,2015 23:15:14 BC CALC®Design Report Build 4137 File Name: PULSIFER_85 CLAMSHELL Job Name: PULSIFER Description: Designs\FB01 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 22-00-00 BO 61 Total Horizontal Product Length=22-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,640/0 1,588/0 B1, 3-1/2" 2,640/0 1,588/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 22-00-00 20 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 22,293 ft-Ibs 39.8% 100% 1 11-00-00 End Shear 3,603 Ibs 22.6% 100% 1 01-07-08 Total Load Defl. U498(0.52") 48.2% n/a 1 11-00-00 Live Load Defl. U797(0.324") 45.2% n/a 2 11-00-00 Max Defl. 0.52" 52% n/a 1 11-00-00 Span/Depth 16.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 4,228 lbs 7.7% 30.7% Versa-Lam 1.7 B1 Post 3-1/2"x 5-1/4" 4,228 Ibs 7.7% 30.7% Versa-Lam 1.7 Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. StMOF Calculations assume Member is Fully Braced. �' p Design based on Dry Service Condition. �G Deflections less than 1/8"were ignored in the results. 8'O Fastener Manufacturer: TrussLok(tm) ND.38MI O�sTER O 10/13/2015 Page 1 of 2 r i ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 EM Dry 1 span No cantilevers 1 0/12 slope October 13, 2015 23:15:14 BC CALL®Design Report Build 4137 File Name: PULSIFER 85 CLAMSHELL Job Name: PULSIFER Description: DesignsT 01 Address: 85 CLAMSHELL COVE ROAD Specifier: J Madera City, State,Zip:COTUIT, MA Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for ♦ ♦ ♦ particular application.Output here based c on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide a minimum =2" C= 12" or ask questions,please call (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALCO,BC FRAMER®,AJSTm, ALLJOISTO,BC RIM BOARDTm,BCI®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM-,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIM®, Connectors are: FMTSL005 VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. _S,jMOF a'�oEii G SIUCTURAL ra Mo.3MI QISTEA�� L 10/13/2015 i ' r - • v ` TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map. . &M Parcel Application # �0 6Ceo Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic.- OKH Preservation/Hyannis Project Street Address �/C V e Village Owner A/be,,-T _2 aL/A'e— S` Address 3?,q- r'YJ iC�`��di/���� 4!�df�c Telephone b k - O Permit Request y r ---------------- U�r' {i P��'��- ►-� 1 (p e)o 1 4" , t)e0a� ica, io�j�ceback sly l�r`6nL°rlciltc� ^`t�fi�rCbrnmoa�i �ilIDe Square feet: 1 st floor: existing/212 proposed AM 2nd floor: existing 527/proposed AM- Total new A Zoning District _ f= Flood Plain Groundwater Overlay 100 Project Valuation_ Construction Type' rC1�^�V . Lot Size �randfathered: ❑Yes ❑ No If yes,'aitach 'supporting documentation.' Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Zy4kaksHistoric House: ❑Yes OTIo On Old King's Highway: ❑Yes 8 0 Basement Type: al ull ❑ Crawl O,Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ¢ 1,0,3 . N Number of Baths: Full: existing_ new Half: existing n@ Number of Bedrooms: existing—new � .: Total Room Count (not including baths): existing j new First Floor Ro.. Count Heat Type and Fuel: as ❑ Oil ❑ Electric ❑Other s Central Air: 0 es ❑ No Fireplaces: Existing g V-4 New r--- Existing wood/ al stogy ❑des emo T- Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑e isting i� ne\ ' size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0"N'o If yes, site plan review# Current Use-7 i11Vak6e /� ig_. Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��Y�h�_ / ,�C L`'S/��i� `- Telephone Number Address �doo' Lj�el 6 v e 5 License# oG( 41- 0-2L Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i /�- -/ ;r I NATURE y DATE — O FOR OFFICIAL USE ONLY , o � . APPLICATION# DATE ISSUED . MAP/PARCEL N0: j ADDRESS VILLAGE, o OWNER DATE OF INSPECTION: FOUNDATION PISS �JOm �� 3 p3 co l2lZt. FRAME 10'0(05i'- ws �� ���/ y i INSULATION FIREPLACE d ELECTRICAL: ROUGH FINAL I ?� PLUMBING: ROUGH FINAL . a GAS: ROUGH (FINAL FINAL BUILDING 9O� ld�L DATE CLOSED OUT ASSOCIATION PLAN NO. T Town- of Barnstable Regulatory Services RARNr.E Thomas F. Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Ilk Map/Parcel: Project Address �Sr �Lf}9, Ci(/6 Builder: E-61CrNE- The following items were noted on reviewing: CN T2 l KK . Lt IIQC-75 �-{ r Sava Reviewed by: Date: Q ° Q:Forms:Plarvw f M The Commonwealth of Massachusetts Department of Industrial Accidents Office of.Investigations 600 Washington Street Boston, AIA 02111 wwW.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/P.lumbers Applicant Information ) f Please Print Ledbly /ame (Business/Organization/Individual): /�jL�%TdL� . Address - City/State/Zip:rli/a l �. M / �- Phone.#: Are you an employer? Check the appropriatd, Type of project(required): 4. 1 am a general contractor and I 1.❑ I am a employer with 6. ❑Ncw construction employecs(full and/or part-time).* have hind the sub-contractors i listed on the attached shcct 7. ❑Remodeling 2❑ I am a sole proprietor or partner- These sub-contractors have ship and have To employees 8. ❑Demolition employees and have workers' worlang for me in any capacity. _ 9. ❑Building addition . [No workers' Comp.inmnanCe mrop.'in urance.t 5rA] . We are a corporation and its 10_❑•Electrical repairs or additions 3 I aim a hOmeflwnLr doing�l work officers have exercised their l l.[]Plumbing repairs or additions self[No workers' comp. right of exemption per MGL 12 ❑Roof repairs , Qy incr�rance required]t "c. 152, §1(4), and we hav"t no "13.❑ Other > employees. [No workers' comp.insurance required] y applicant that ehccla box#1 court also fM out the station below showing their wm5='eompmsation pobeY infOTn-t on Homeowoars who submit this amdavit indicating they am doing all work and then hire outside cant 7ctcrm must rubrnit a new affidavit ixtdi�g such. TCanhaetor3 that check this box must attached an additional short[bowing the name of the sub=tray.=and stale wbcthcr yr Dot those cntitits have employees. if the subtontraetnn:have employees,they must pnrvidt;their workers'comp.poiiey nurnba. r lam an employer that is providing workers'camp ens•ali.on insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lie. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure'to scctuc coverage as requirod undcr Section 25A of MGL c. 152 can lead to the imposition of cri al penalties of a fine tip to $1,500.00 and/or one-year impiisonmcat, 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 statcmerit may be forwarded to the Office of Investigations of the DIA for U'jn ncc coverer o verification. I do her certify under the pains-and enaldes of perju rl ry that the information provided above is true and corre i / I I Datc: . �Phonc#: Official use only. Do not write in this area, to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their croployecs:- n s; 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 trustec 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 tha 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 construc.t buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage regidred." Additionally,MGL chapter 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of-public work until acceptable evidence of con�lianec gAth the in.ruiauLe 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, it accessary, supply rdb-eontractor(s)name(s), address(cs) and phone numbers) along with their certificate(s) of insurance. Limited Liability Coropanics'(LLC) or Limited Liability Partnerships (LI2)with no-employees other than the members or partners, arc not required to carry workers' compensation insurance. If an LLC or LL.P does have smployees, a policy is required.' Be advised that this affidavit may be submitted to the Department of Industrial kccidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should )c returned to the city or town that the application for the permit or license is being requested, not the Department of ndustrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' :ompcnsation policy,please call the Department at the nungber listed below., Self-insuzed companies should enter their ;cam immnanGp license nucobcr on the appropriate line. :ity or Towti Officials 'lease be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom ,f the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant 'l.casc be sure to Fill in the permiVliccnse number which will be used as a reference number. In addition, an applicant �zt must submit multiple pormit/license applications in any given year,need only submit onp affidavit indicating euaent olicy information(if necessary) and cinder`Job Site Address" the applicant should write"all locations in (city or )wn)."A ebpy of the aff davit that has been officially stamped or marked by the city or town may be provided to the pplicaat as proof that a valid affidavit is on file for future permits or licenses. A new affidavit.must be Filled out each ear.Wherc a bDmc owner or Citizen is obtaining a license or permit not related to any business or commercial venture _c. a dog license or permit to bvzn leaves etc.) said persou is NOT required to complete this affidavit he Office of investtigations would like to thank you in advance for your cooperation and should you have any questions, lease do not hesitate to give us a call. ie Department's address, telcphone•and fax number. Tha C6mmonwealth of Massachusetts Dcpartmpnt of Industrial Accidents Office of byestiptxt}ns 600 Wasbington Street Boston, MA 02111 Tel. #'617-727-4900 cxt 406 o-r 1-V7-MASSAFE Fax# 617-727•-7749' ;d 11-22-06 www.mass.gov/dia ri ACORD ,. CERTIFICATE OF LIABILITY INSURANCE 09/04/20008 n PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFO TI SCHLEGEL INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 34 MAIN ST HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. WEST. YARMOUTH, MA 02673 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: GRANITE STATE Thomas 6 Jerry Walsh INSURER B: 110 Kelley Rd . INSURER C: I INSURER D: Hyannis, MA 02601 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR 9411SM TYPE OF INSURANCE DATE(MMOYYY) DATE(MBUDDIYY) UMITS I GENERAL LIABILITY EACH OCCURRENCE s CONNAERCULL GENERAL LIABILITY PREMISES(Ea occ rennce) f CLAIMS MADE ❑OCCUR MED EXP(Any are person) f PERSONAL 6 ADV INJURY f GENERAL AGGREGATE f GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG f POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB f ANY AUTO (Ea acciderd) ALL OWNED AUTOS BODILY INJURY f SCHEDULED AUTOS (Per Person) HIRED AUTOS BODILY INJURY f NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE f . (Per aoddert) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ EANY AUTO OTHER TITAN EA ACC f AUTO ONLY: AGG f EXCESS WBRELLA UABIUTY EACH OCCURRENCE f OCCUR El CLAIMS MADE AGGREGATE f S DEDUCTIBLE f RETENTION f f A v=Km OwpammON AND X I TORY LIMITS ER EMPLOMS'LIABILITY WC-162-67-46 10/31/2007 10/31/2008 E.L EACH ACCIDENT $100,000 ANY PROPRIETOR/PARTNERID(ECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE f 100,000 N yes.dew be uder @8 SPECIAL PROVISIONS E.L DISEASE-POLICY LIMB Is 500,000 OTHER DESpCPnON OF OPERATIONS/LOCATIONS/VEHICLES/E(CLLSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS THIS WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR THOMAS WALSH CERTIFICATE HOLDER CANCELLATION ALBERT PULFISSER SHOULD ANY OF THE ABOVE DNSCW POLICIES CANCI I BEFORE THE EXPIRATION 85 CLAMSHELL COVE RD DATE THEREOF, THE ISS IN R 'I- TO MAIL 21 DAYS WRITTEN NOnCE TO THE CATS HOLDER NAMED THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OB TON OR UAW IOND UPON THE INSURER, ITS AGENTS OR COTUIT, MA 02635 avaE;Etr FS 17r7:;E ACORD 25(20MI08) ©ACORD CORPORATION 1988 r C.B. O•� 4, LOT 28 1 y0� 26 7' FOUNDATION 60.5' LOT 26 With / y'l �Alo v/P, o LOT 27 21,356fs f. ca r N74 52'30':E 136. 00' FLOOD ZONE "C"_ PO UNDATION CERTIFICATION _ RES ZONE:• "RF" TO AN,COTUIT SCALE.-1"30' PL.REF 134141 ELEV NIA I CERTIFY THAT THE ABO VE YAIVKEE SURVEY CONSULTANTS. FOUNDATION IS LOCATED ON tN of P. O. ' BOX 265 THE GROUND AS SHOWN, AND t UNIT 5, 40B INDUSTRY ROAD IT'S POSITION 170F,S ---__ y MARSTONS MILLS, MASS. 02648 CONFQRM TO THE ZONING LAW �., TEL: 428-0055 SETBACK REQUIREMENTS OF ' 'cis a TELFAX: 428-0053 BARIYSTABLE_ ��< L -- �=1�:_----- JOB PA UL A. MERITHEW DA TF,.-1117194 lNrmw,,50579FND Town of Barnstable pYtter�y° .. . Regulatory Services iiwxxszeat Thomas F.Geiter,`Director M'`S-, Building Division PTFO rya Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 wwzv.town.barnstabl e.ma.us fce: 508-862-4038 Fax: 508-790-6230 HOWOWNER LICENSE EXEMPTION p Please Print DATE �0 1p-/b� / JOB LOCATION: number �,p��f / / c Street village HOMEOWNER": C�l/C�j J ! / L�l rS1, ek- TOCtJ 6�� name /. home phone# work phone# C MATL.ING ADDRESS: EC CCU fce i f FYI d35' city/town state zip code ti The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a fyvo-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 pennit. (Section 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,Hiles and regulations. Th'e 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. i Signaturo of Ho vmcr Approval of Building Official Note: Three-family dwellings-containing 35,000 cubic feet or larger will be required to comply with the ;torte Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is rcquirzd shall be exempt from the provisions T this section(Section 109.1,.1 -bc;msing of construction Supervisors);provided that if thc homeowner engages a person(s).for hire to dosuch iork that such Homeowner shall act as supervisor:" Many homeowners who use this exemption art:unaware that they are assuming the rzsponsibilitia of a supervisor(see Appendix Q, -hers&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awarcncss often Tcsulrs in serious problems,particularly ,hcn the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would With a licensed upavisor. The hnmCOWOci acting as Supervisor is ultimately responnble. To ensure that the homeowner is fully aware of his/her msponsibDitics,many communities require,as part of the permit application, at the homeowner wtify that hdshe understands the rrsponsibilitics of a Supervisor. On the last page of this issue is a form currerntly used by venal towns. You may care t amend and adopt such a for ✓ccrtification for use in your Community. �oFTHEr, Town of Barnstable Regulatory Services Thomas F. Geiler, Director. i639. ATEo �A - Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable_ma.us Office: 508-862-403 8 Faic: 508-790-623 0 Property Owner MU Complete and Sign Thi ' ection if Using A_ Buil ex r , as Owner of the subject property hereby authorize to act on toy behalf, in all matters relative to work authorize y this building permit application for: (A ess of Job) Signature of Owner Date �� PrintName If Property wner is a plying for pe it plea e complete the Homeon Li wers cense Form o Exemption "e reverse side. I II T 111 � ill I ' { i ! I ! lll ! liI i � � � Ili ! II I ! IIli ! I ! II I ( I ! ! tl ! I I I Iot I � T + � I IIE11 it I il , ! � I ' I I I II i I I � IIII ! ! I ili ( ! i ! ! 1 � ! f � i I ilI I I ► 1 illlil if „ 114 ! 1 ! ! II I t f Project Name: 85 CLAM SHELL COVE RD COTUIT Item Number: 0001 Unit Code: FWH6068 Description: Unit,APLR Handing,White/Clear Pine, High Performance Low-E4 Tempered Glass, Finelight Grilles-Between-the-Glass, Colonial,3W5H, White/White, 1", Factory Applied Brass-Tone Finish Hinges Location: Quantity: 1 Dimensions: RO Size=6'0"W x 6'8"H Unit Size=5' 11 1/4"W x 6'7 1/2"H And i�fse' ri® Andersen_NFRC Certified Total Unit Performance wurdows and patio doors meet or meed me fallowing standards WDUk-IS.-2,W.O.MA-ISA(WOMA Hxnse No.129),Hallmark certified.Independent testing laboratories have performed all required fats an selected stet Compliance with these standards Is tr/ongoing lesing in:ersen laboratories,These products are cwered by one or more of the following patents 4,%9,950;5,595,409;5.775.749:6.055,786;5,544,450:5,566,507:5,582.445;5,097,629;5,740,632;5,199,234;0312,565;D397,604;and 17,831.Other patens pending. Tempered w/o Grilles r Without Grilles Andersen'400 Series HP .r##HP low E4 y HP HP low E4 Andersen'200 Series Clear;'; �Cl`ar Product a LowE4' sun 5rlow=E4t., sun ProductT a Duai-Pane, low-E Dual•Pane low-E Frenchwood' U-Factor' dt 0.32,`A 0.32 0.33i��'. 0.33 Casement U-Factor' PV0.45*014 - i'.0:45 =u - Gliding Patio Door SHGC' 4•.10.28 it;s 0.17 040.24«.4 0.15 24"x 48'size SHGC' `t 0.60%�1 - '.0.55 444 - 72'x 82"size VP rZ 0.45�11 0.25 <: 039 ,! 0.22 VP P a'0:62 - 47,`•0.57'' 4 - ,frenchwoo"Inged U-Factor' s-`0.32,;:&4 0.32 IV0:33AL 0.33 Awning U-Factoe 6.'45Z!`�r - ?°•0.46�"I - Patio_Door=lnswing SHGC' Y0.25j?`i 0.15 `°0;22 =: 0.13 48"x24"size SHGC' 10,59: 38'x 82'sized - �� VP ,'0.4L-r r 0.23 0:35` '` 0.19 VP q�i6.61tit a - <`0.55,"4 - 'Frenchwood'Hinged U-Factor' 10.32s.•,y 0.32 ' `0.331 0.33 Tilt-Wash U-factor' r0.47 0.33 10,0.49 `? 0.34 Patio Door-Outswing SHGC' 6 ;,0.26» 0.16 44 224��' 0.14 Double-Hung SHGC' "?f0.60.�' 0.34 `0.54`; 0.30 38"x 82'size 36'x 60'size VP w 0:41```i 0.23 ?%0.35,`.' 0.19 VP .y 0 63.:;z 0.55 :0:56 0.49 Frenchwood' U-Factol"' 0.33�A 0.33 .:N ;M33 i 0.33 Narroline' U-Factor' i-ti0:41 0.32 ': --0:48<'1 0.34 Patio Door Sidelight SHGC' '0.23 0.14 "y,'0.21�-' 0.13 Double-Hung SHGC' 0:60^' 0.34 " . 16"x 82'size 36'x 60"size "0:53' + 0.30 VP Vtxt'0.37'1 0.21 '410:33 V 0.18 VP I: 0.63T:Sr•'a 0.56 :'�,66.56ti 0.50 Frenchwood' U-factor' t+ 0.3110- 0.32 '•1:0.aj:-z� 0.32 Narroline'Transom U-Factor' 0.43: :1 0.30 %OA6'+'� 0.32 Patio Door Transom SHGC' f '0.25'-0a" 0.15 iM22' i 0.14 48'x48"size SHGCt rf'0.63:r`? 0.35 ;;:A57 *? 0.32 38'x 14•size VP P s`0.40 .'t 0.22 :0:36`44 0.20 VP r :0:66(s:f 0.58 0.59 i 0.52 Gilding Window U-Factor' ?i:3ti;0.45:1.,~! 0.33 0:46<z'r 0.34 60'x 36"sae SHIRT N, 0.5C'�f 6.30 -F-W,0.4P!A 0.27 VP f4 0 57'r 0.50 T±O 50 :'-4 0.44 Without Grilles Flxed,Transom, U-Factor' 1 "AA 5C 0.30 t'dQ'.47sAq 0.32 Andersen'Architectural fr&HP Jr1HP low-7jj_-HP_WM HP lmwE4 Circle Top' SHGC' t 0.61= 0.34 ..0:55',4 0.31 Products flow-E4"F.w Sun Sun 48'x48'sizeCasement Windows U-Factor' �.,0.32`:' 0.31 . 0.32VP i t%;0.65'Are 0.57 '0.5$-fijj 0.51 Operatng SHGC' 0.28�'a 0.17 0.16 Tempered w/o Grilles (241/8°x 48") VP 1 0.47 0.26 :0:42 :` 0.23 Narroline' U-Factor' .0.46" 0.31 tOAT;.; 0.33 ranch Casement U-Factor' rx Or32 2; 0.32 4`k0.32rz'1i 0.32 Gliding Patio Door SHGC' S .661:?=', 0.34 ? 0,5391, 0.30 inflows Operating 72'x 82'size x SHGC' 028 + 0.17 0:25 ? 0.16 VP 14�Ob4n:a 0.56 0:561 ' 0.49 (56.1/2"x71.7/8") VP 1- 0.41 i. 0.26 sn30'.42r:; 0.23 Perma-Shield' U-Factor' `t..0A5 ,` 0.31 `0.46r* 0.32 Awning Windows U-Factor' 0.31; ; 0.32 70:31s 0.32 Gliding Patio Door SHGC' ti?;r0fi1' 0.34 0.54r `i 0.30 p Operating 72'x 82"size SHGC' °s'027'.•i3 0.17 t�0.25 4 0.16 VP li`.064A� 0.57 4�A,56 4q 0.50 (48°x 24 1/8") VP r�0 47.�:`', 0.26 5 `6.42� 0.23 Hinged U Factor' 3+ 0 44= 0.33 ;:-0.45"'3 0.35 Casement/Awning U-Factor' #A 0.31 +. 0.31 %i 0.31 '� 0.31 Patio Door SHGCt 0.45-fir 0.26 <0.39.101 0.22 Picture Windows y . t, 72"x 82"sae }� p, ( , SHGC' `I,0.32 t�-� 0.20 7 0.29 � 0.18 VP - 0:47 4 : 0.41 '0.40 -. 0.35 (up to 17 sq/ft.) VP r-,"0.55.4 I 0.31 0.49414 0.28 Monumental U-Factor' :l N+. r,t N Double-Hung Windows $HGCr;If i ❑ Ouminum Clad ' } k VP i<. s11 fir. tl t?sq 11-11:gt; It Specialty Windows U-Factor' 1*0.30;+->' 0.31 i0.30AT' 0.31 Wininum Clad SHGC' 0.'37u 1 0.32 '0.33,0,, 0.20 ,units up to 17 sq/1t.) VP PAi 0,64';W' 0.36 r'�A-ULr- 0.32 Hinged Door-inswing U-Factor' 0.32 1`? 0.33 `2-0:33'«_ 0.34 SHGC' l A 0:21 +i 0.14 ".0.20 ';c 0.13 pease contact your Andersen supplier for performance values on products that include patterned glass,tempered glass other (t, VP '�;0.37_ ':"'t 0.21 r«:0:33 0.18 than skylights or roof windows and products ordered with capillary breather tubes 7� 3inged Door-Outswing U-Factor' I 0.32 7-. 0.32 xY 0:33rF4 0.33 It-Information nat amilable at time of printing.Contact Yom Andusen supplier for more information. c ` SHGC' z'--6.221',j 0.14 0 20 h# 0.13 Was-Fmeright or WII Divided light VP s 0.374,' 0.21 t i 0:33 . 0.18 'High-Pularmu lice low-E4'(HP law-E4)and'HoTedormanceior-E4 Sun'(HP law-E4 Sun)are a- edDoors& U-Factor' Ne035k_ 0.35 109.35tTs, 0.35 Andersen trademorla for*Lo*rglass. 7{1'it- ildellghts-inswing SHGC' es*r 0.15 L4, 0.10- i 0.16 s",3 0.10 1 ILFactor defnes the amount of heat lass mrougir the total unit in BTU/hr sq.fl?•I. Yt VP i^00.241``i 0.14 14 0.25":1 0.14 The lower the value,the less heat is last through the entire product. ,u 2 Solar Heat Gain f�dem(SHGQ defines the fraction of sole radiation admitted through fixed Doors& U Factor -0.34'1 ax 0.34 i 0:34 0.34 the glass both directly transmitter and absorbed and subsequently released inward. ildelights-Outswing SHGC' "�7 OASa"': 0.10 .I"0:16-N, 0.10 The lower the value,the less heat is transmitted through the product. VP t.�0.18:-:.? 0.14 ?"-.0.25 0.14 3 Wsible Transmittance(M measures how much light coma through a product(glass and frame). f :ommerclal U-Factor' 0.32?? 0.32 r 0.33,' ? 0.33ft e e.1 from o to 1.me more eay9gM the product lea in wer me pmdaras total unit area. )utswing Door SHGC' r"`0.22; 0.14 ""0:20's ) 0.13 Visible Transmittance Is measured over the 380 to 760 narrometer portion of the solar spectrum. I VP r- 0.37r 0.21 ="0.33 7'': 0.18 This dam a aavrate as of October 17,2007.Due to ongoing product changes,updated test rested, at new Industry standards,this dam may Marge aver Ome. 255 f B A RNI S`A&Lf, W SIZA:CHIUSF.TTS S U IL D I N,(m 9 4 PER.MIT NO. NY _37114 DATE 0 c t o 1)c r 12 19 APPLICANT -jQe Vaugh-ri ADDRESS 43 Trotters Lane, -:arstors jqjl.j�: (NO.) (STREET) ICONTR'S LICENSE) Bulik� Dwe!l i q 1) UMBER OF PERMIT TO (-) STORY Sillcllc� WELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 85 Cc.ve Road, Cotuic"I o t- 27 ZONING (NO.) (STREET)- DISTRICT BETWEEN AND (CROSS STREET) (CROSS STREET) SUBr )N LOT BLOCK 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 ew (TYPE) dStAl REMARKS: Sagt_- I 14, 94-595 mve 40 to z: ir'bil'adv Am— 1032 sq. ft. ESTIMATED COST 60 000 t.' 0. PERMIT 165. 25 (CUBIC/SQUARE FEET) FEE JUJ, Al ifer 1027, U. BUR BUIL 11 � P6� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR ► PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCT ION WORK: CARD KEPT POSTEZ; U14TIL FINAL iNSPECTION HAS BEEN PFRMITS ARP REQUIPED rc,. ELECTRICAL, PLL_l.y2!NC AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL I NSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Ic Vzl 2 2 2 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OF HEACH. OTHER SITE PLAN&IEW APPROVAL, WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT ',v!LL.8ECOmE NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARICULIS STAGES OF f WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. I PERMIT ;S ISSUED AS NOTED ABOVE. NOTIFICATION. • :;M'•.. -`�.�i, ,;;•-y--- ••-• _ `'� --t-��A_. 4 .., ;Z.. -,+'.1L.'1,T};(.�"�.. ��.a..::�:-�.�-.:"j.'li..•r..•;y.e.•;.,•,.d..-s.�Y^':.c:.,j'-�..s_....�r. ..f.� v .ti-.��..r--^ ;`•-: ',, •-•�..- YME> TOWN OF BARNSTABLE 37114 Permit No. ................. BUILDING DEPARTMENT I ""'r I TOWN OFFICE BUILDING Cash ................ R HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Al Pulsifer -� Address 85 Clamshell Cove Road Cotuit, MA 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. March 16 95 ' Building Inspector �,�..- h.� � .. i _ ..r„" .4 f,'x y 5:. ...-.t.�..r rJ f•�+ir y+.. E y� .. 1'�rr .�'}.,�,.'-.. .i�+n-sa.4w - � .�. �-i.ti r .,r -.., a tMe> - TOWN OF BARNSTABLE 37114 o , Permit No. ......:......... BUILDING DEPARTMENT Cash TOWN OFFICE BUILDING■Yl ,07C. R maul HYANNIS.MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Al Pulsifer Address 85 Clamshell Cove Road Cotuit, MA 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. March 16 95 ` ......... .. .... ...... . ...... I9................. .......... ....... ....�....y. ........... Building Inspector I t Assessor's 1st floor MaD Lott , Permit# Conservation Offge 4th floor dL9 , G, ��, Date Issued Board oPHealth- 3rd floor ,Engineering D!: t. Ord floor House# FSf 0°w C V4 °R � Planning Del,t. 1st floor/School Admin.Bldg.): Definitivc6an Approved by Planning Board 19 �P..A ®� �4 s6y (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building Permit Application Pro'ect Street Address .�-- Lpf ^�Z Villa e Fire District Owner 9 I Address TO eg- C> O a2/U Telephone Permit Request: i O 041 A)!�4 U,vlcl7Aj Zoning District /t Flood Plain Water Protection Lot Size J .!57 .QG /C;' Grandfathered ycY� Zoning Board of Appeals Authorization Recorded Current Use Pibposed Use Construction Type ,lAll+ . I Existing Information Dwelling Type: Single Family v Two family Multi-family Age of structure Basement type Historic House Finished Old King's Highway Unfinished Number of Baths Ll 11AJ Gr,v I; No, of Bedrooms 3 Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Namc 4:5 Telephone number j1A� 3d 3 Address ' 3 IAo-77--s e-S IAJ . License# 0•36 c ,4h �jZ.NS W1 1 r 14A 00 6 �9e Home Improvement Contractor# jd 0 Worker's Compensation # i�Ve- J 342 1`71 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,!/S�fA�/d—. al-o f/'�t j /©32 ��� 0.0 ro'ect Cost C7 Fee 02 S SIGNATURE DATE he BUILDING PE DENIED FOR THE FOLLOWING REASON(S) BPERM T PULSIFER, AL FOR OFFICE USE ONLY #34-H4 DRESS 85 CLAMSHELL COVE ROAD, COTUIT VHLACE ,;LRr AL PULSIFER i DATE OF INSPECTION: FOUNDATION FRAME a INSULATION L FIREPLACE s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH P Q,-►S S'4 K bpi, c GAS: ROUGH FINAL i FINAL BUILDING: DATE CLOSED OUT: ASSOCIATE PLAN NO. OF THE r, �o Town of Barnstable Planning Board HARNST^BLE' 230 South Street, Hyannis, Massachusetts 02601 9qj zM q (508) 790-6290 Fax (508).790-6454 HIED MA'S s TO BUILDING COMMISSIONER A request to sign-off a building permit application for Assessors gap Parcel S� Subidvision:# Lot:# 2^l � � L.F was BBB because; vwL _ .�i,�G�w -- -c`. h2.G�vz� cr-< <--� Co �-�r/l-z l.e �i,.�i.(,-✓ � ,.�;�' Q (t,e �f a or L-L� ,�-�� n�c,GS�, ,- t SAS Signature: ��Q p i�-c.. Date: f D /I r HAYES & HAYES ATTORNEYS-AT-LAW, P.C. HYANNIS PROFESSIONAL CENTER 23 EAST MAIN STREET HYANNIS, MASSACHUSETTS 02601 HAROLD L. HAYES,JR. TELEPHONE(508)775-0080 OF COUNSEL TELEFAX(508)775-0693 MICHAEL J.HAYES JANESMYTH SUTTON PAULINA M. REILLY October 11, 1994 Ralph Crossen Building Inspector, Town of Barnstable Town Hall Main Street, Hyannis, Ma . 02601 re : 85 Clamsell Cove Road, Cotuit Lot 27, Plan Book 134 Page 41; Map 6 Parcel 55 Current owner: Wm. Principe Applicants : Albert & Sylvia Pulsifer Dear Mr. Crossen: This is to confirm that our office has searched the title to the above lot, which is presently owned by William Principe, and also title to all abutting lots, and report that the above lot has not been in common ownership with any abutting lot since 1966, when it was conveyed by Crawford, the original developer to Hallett . Included in our search was title to Map 6, Parcel 54'; Map 6 Parcel 55; Map 6 Parcel 56; Map 5, Parcel 34; and Map 5, Parcel 35 . It is my understanding that the zoning change took place in 1973. The lot was not in common ownership at any time in 1973, or at any other time after 1966 . I can provide you on request with the chain of title to each of the abutting lots if you so desire . Sincerely, MiCW.4es MJH/ DEPARTMENT OF PUBL C SAFETY a ONE ASHBURTON PLACE, RM 1301 BOSTON, MA 02108-1618 License: CONSTRUCTION SUPERVISOR AUG S 14g11, Number Expires Dj 10, JOSEPH C VAUGHN Detach bottom, fold sign on 43 TROTTERS LN back' and laminate license card. MARSTONS MILLS, MA 02648 4 . -'Keep top for receipt and change of, address notification. � p R[SIRICII-INS: 1G ✓!ie �anrn�zoouue a�/�aarac�cwella DEPARTMENT OF PUBLIC SAFETY 00 - None lA - Masonry only license: CONSTRUCTION SUPERVISOR 1G - 1 & 2 Emily Hooes Nulber' .:• Expires JOSEPH C VAUGHN 43 TROTTERS LN ll MARSTON$ MILLS, MA 02648 ` COMMISSIONER Ir. H f 09t0 dN S11TN U0!iAWA��-- z 1101ViIswiwaV" �` ' U BUg��81A;�01 c•cv� " �` t on? a 30� i Ww; y Ake ydosopca BNA y { •�'. "'•`�} a" x `% � :,y r' li" �' >4 i+� ��'�"1, �� y q-`8b9Z0R bW�--:sTTTW uogsagW . 96/6T/90 `edUT31 s 1e-4•4o'al � � tl80� dA1 u46nen � 0 -ydesor . ,.4 CIS601 U01711113joe sAepT: ndlewo{-T u.46T18/1 SOIOVUIN03 1N3W3AOadNI3WOH-g; t+�+� �rn �•'c ^'.eEticaY��,t,d�_... i "t? ,.s �+� }�.ti p ✓"�' i E+ '� i �+s•; t-ij, a•-- ^'1''r�= �:; • j ` I`F �.'. '.. �'i, .� _T'.�1u -w"" VEl 96/6T-/90',u0T1leATdx3�t �e�_,.�_..� 0 ed.(1 •;y ,A',r. z -s -'"'I ` 1 r"ti'k�a� a E1 U o T r SOON ��a�ST68a r a010V81N00-,1N3W3A02l 3WOH dWI "" P.. - °�•.�� k a�_�{'��+� ► �ar3.3t r 4,w ,'3 �� Xr �'�'.r" �.._y;' S:,:�»':t s E/� fi1C�•�#�,,�t�}�" "�'� a_: 4s � , - `: • w'•� Ct-y � � •i_�•gh a rr. �..±gC bpi' Mr.h+?.�`�t,=yfs+i,.d� 'v:J-S�,frt�'t� .r4,t _ �'*., :��,,"s�';�..r�-, � xn� ra� I�.t}►,3 �`.±, + r.:r.l�ts:t2[1T7/1°�t"`f��1 iee+.v.�:_z �' �`" ..� _. - - I I I ; HOME IMPROVEMENT CONTRACTORS REGISTRATION I oard of Building Regulations and Standards i One Ashburton Place Room 1301 Boston , Massachusetts. 02108 " I HOME IMPROVEMENT CONTRACTOR Registration 100513 Expiration 06/19/96 I Type — DBA I <L 7 j HOME IMPROVEMENT CONTRACTOR ` = Registration 100513 Vaughn Homebuilders I Type - DBA Joseph C . Vaughn I Expiration 06/19/96 43 Trotters Lane I, Marston Mills MA 02648 Veughn,Nomebuilders I � Joseph C. Vaughn I 'e^°�i &i►'3°'rrotters Lane I ADMINISTRATOR Marston Mills MA 02648 i I c.a. 0 ti IB 1 LOT 2B y0• 26.7' FOUNDATION 60.5' O J O ti Omoo moo' LOT 26 O o ^ LOT 27 21,35Bfs.f. 1 I c.a I , N74 52'30 FLOOD ZONE "C"_ FO UNDA TION CERTIFICATION RES ZONE.- "RF"___ TO AN-COTUIT SCALE.-1"=30' PL.REP 134141 ELEV NIA I CERTIFY THAT THE ABOVE -YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON � �N OF P. 0. BOX 265 THE GROUND AS SHOWN, AND MAIL ,A. UN ITS POSITION______ IT 5, 40B INDUSTRY ROAD CONFQRM TO THE ZONING LAW H MARSTONS� MILLS, MASS. 02648 SETBACK REQUIREMENTS OF ' cis a 428—0055 _BARNSTABLE NFL la�o�� FAx 420-5553 ------ JOB PA UL A. MERITHEW DATE. 1 �24 NUMBER 50579FND - T0wN OF..8ARNSTABLE BUILDING:PERMIT `.f-' - _ -- . _.:..._ .. . CO NfNfONTW T -I OF SACHus Ts `TA ACCID.. TT S ~' 600 a'ASHUZGTON STREET fames Canaoel. BOSTON, MASSACHUSEI-Z U2I11 om:-L-ss4one: WOM PERS' CpW-1�, ION M. . _ Y with a ptindpal hoe ofbusaci /it iacnx :-do crcby a-rufy,eraser the paias znd pcnAe=cf Y• <- I am an cmplovrr providing the followingwot s'�mpenszdoa oo lob- - vcrsgc for my anpiovecs working on dais Insurance Comp Policy Numbs () l 2m a soft propriaor and have no one wodcing for me {v 1 am:soft propriaor,genu�j eontmCror or homeowner(arde one)and have`hired the eonmcr=listed bc;ow who luvc the following worlccss Compemsarion insunnc c politics: -- - -- Name of Contmaor _ Insunnc a CompanYlPolieY N=ber l-amc of Contr_aoi Insunncc CompanylpolicY Number N.mc ofContmaor lnsunncc Companvlpolicy Numbcr 0 1 am: homeowner performing:11 the wort:mvself 1�'OTE:.Muc be aware tat wL7c bocacol1wncrz woo ccaaJOV Jxcsoas to 10 caietcnaa �Jv ditnr Of not morc 6zc t-rcc L•LIts IL wo;� L 6C omcowacf ass'*fcsWcs Of OL Lc Erouecs i puruaaart tvt c�i�act cca<r:U%- constccrcd to be c=-Jo-crr t::cct Lc Cct�crs•Cr x=ration Ac:(G'-C 1S�.:cc j tea"riccccc 6C icrai ctzr•s o'er cr:oJovrr uaccf tic 7orrcrs•Cor_rxn:acioc AcpPl;cstioo by a l,otacowocr for:liccLsc c:�to c:c:i= -c-.t Ci:acc:::.Z.!Acddcna'O ncc orJmur-cc for co c. -'c ' sc � fcCu::c;t r.cc:�cc_c-=c= c ;:G� 1 CC�:i:CGf Cl : J:�C C: C_ tC ��Cr: '- a t— C'.GJ�,(_r0;t-C7L'0-:-�.t O: t:C to C7.c N. l.0 C '; -- .� L C�C c c_ is c t_._ ...J ozition cf c -i.J F>cr.J::_ Gnc of j 00.0G rat. .c••-="-_• form of: Stop Z o:i Orcr. c.c Sitncd this � d: ' _ �•or • � 19 - �, ::sor: r' Town of Barnstable Ilieg k p Erpfres 6-monir m issue date Regulatory Services Fee • IAMSTABLE � 0 MASS,. Thomas F.Geiler,Director 3 AtFO MA't a J . Building Division- , Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 . www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number_L,/� Property Address flow e5 C14,h'75'�'7G�� Caves zc/ C,p K4 (a11���•; da [Residential Value of Work (v,7SU. Minimum fee of.$25.00 for work under$6000.00 Owner's Name&Address 1�/G1 q Al&r 4 , ks t t,2_( '�fme 4)S above- Contractor's Name _Et 5e ' l nn-,-1-f �1 GY-)A L C.C Telephone Number (SOR)L a Home Improvement Contractor License#(if applicable) I Q `J 3 G Construction Supervisor's License#(if applicable) 8 [ Workman s Compensation Insurance ance ^ 4� RE 1b PERMIT Check one: ❑ I am a sole proprietor r ,r a ❑ I am the Homeowner C`� i� `- uj :.. I have Worker's Compensation Insurance TOWN CIF -PARN �TAP)Lr N Insurance Company Name OJ[on of I , U o i o r) 1'1 r e I r1 S U`t_6t Y\ C Coo Workman's Comp.Policy# VU C_ 6O q 9 .go(0 0.1 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) A� Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License,& Construction Supervisors.License is' • requir !� SIGNATURE: Q:\WPFII.ES\FORMS\building permit fotms\EXPRESS.doc Revised 090809 } ♦ j The Commonwealth of'Massachusetts Department ofln&UPIalAccidents Offfice of'Investigadons 600 Washington Sweet Boston,MA 02111 www.mass-gov/dia Workers' Compensation Insurance Affidavit:Builders/Co Applicant Information ntractors/Electricians/pi>umbers Please Print Leeibly Name(Business/organization/Individual): r0.S2 Y Ca U CA- n LLB Address: City/State/Zip: U,+ RA (�g 6 3 S Phone M S Are ou an employer.?Check the appropriate box: _ y�8 i I, I am a employer with V 4 ❑ I am a general contractor and I Type of project(required): employees(full and/or part-time) have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on .the attached sheet 7.. ❑Remodeling ? ship and have no employees These sub-contractors have working for-me in any capacity employees and have workers' $ Demolition [No workers'comp_insurance comp insurance t 9• ❑Building addition r'e4�e-] 5• ❑ We are a corporation and its 10•❑Electrical 3.❑ I am a homeowner doing all work officers have exercised their- : repairs or additions yself[No workers'comp. right of exemption per-MGL I I.❑Plumbing repairs or additions surance required.]t c 152,§1(4),and we have no 12.❑R°of'repairs employees_[No workers' 13.❑Other comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating are doing work and then bite outside contractors most submit a new affidavit indicating such. hyd an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees if the sub-contractors have employees,they must provide their workers'com p Policy number. I am an employer that is providing workers'comrpensaaon insurance or information /I f MY employees.-Below is thepolicy and job site Insurance Company Name: Tr 011Q Policy#or Self-ins.L ic.#:_ N C O09 q'30 j I Expiration Date: .Job Site Address: City/state/zip: titff o�6S Attach a copy of the workers'compensation policy declaration t Ffine UallulP to secure coverage as required under Section 25A of MGL c 152(ccan lead to the imposicy t ion bof,criminal penalties of a er and expiration date). 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 I of ip to$250..00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of fete Investigations of the DIA for insurance coverage verification.. 1 do hereby Gerd 'is d pertallies ofPerfury that the information provided above is true and correct. ' Si a Date- hone_#- 6 Va28-aa9_,2 OJj'idal use only. Do not write in this area,to be completed by city or town offuial City or Town: Permit/License# ` Issuing Authority(circle one): 1..Board of Health 2.Building Department 3.City/Town Clerk 4..Electrical Inspector' 5.PlEIns6..Otheri Contact Person: --T Phone#: CERTIFICATE OF LIABILITY I FRASCON-01 MOSU INSURANCE U RA N C E DATE(MM/IDIYYYY) PRODUCER (608 676-0309 10/21/2010 Viveiros Insurance Agency,Inc. THIS CERTIFlCATE IS ISSUED AS A MATTER OF INFORMATION 375 Ai ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Airport Road HOLDER. THIS CERTIFICATE DOES NOT AMEND Fall River,MA 02720 ALTER THE COVERAGE AFFORDED BY THE pOL'ICIE�.S BNEDLOW INSURED III Fraser Construction LLC INSURERS AFFORDING COVERAGE P.O.Box 1845 INsuRERn National Union Fire Insurance Common NAIL Cotuit,MA 02M INSURER B: INSURER 0: INSURER 0: COVERAGES INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.TYPE OF I INSR D POLICY NUMBER POLICY CY EXPIRATION GENERAL LJABILITY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE b CLAIMS MADE OCCUR PREMISES ocarence b MED EXP(Arty one person) b PERSONAL&ADV INJURY b GENL AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE b POLICY MOT LOC PRODUCTS-COMP/OP AGG b AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT ALL OWNED AUTOS (Ea ecdde" S SCHEDULED AUTOS (BOODIL Per ;INJURY $ HIRED AUTOS NON-OWNED AUTOS BODILY INJURY (Per accident) $ ( er rdI PROPERTY DAMAGE $ GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT b OTHER THAN EA ACC b AUTO ONLY: b EXCESS I UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE b DEDUCTIBLE $ RETENTION b b WORIO:RS COMPENSATION .. g AND EMPLOYERS'LWBILrrY X WC STATU OTH A ANY PROPRI YINrOS9306(), 9/2612010 9/2612011 OFFICERIMEMBER EXCLUDED! EL EACH CCIDENi b 500,00 (Mandatory In I" Ityes desalbe�r E.L.DISEASE-EA EMPLOY S 500,00 SPECIAL PROVISIONS below OTHER EL DISEASE-POLICY OMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL pROVI31pNS CERTIFICATE HOLDER CANCELLATION SHOULD ANYOF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Fraser Construction,LLC DATE THEREOF, PO Box 1845 WILL THE ISSUING INSURER ENDEAVOR TO MAIL 30 DAYS WRITTEN Cotuit,MA 02635- NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO Do so SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY IOND UPON THE INSURER,ITS AGENTS OR [AUTZ0FWWED TIVES, EP--Scm IATTVE ACORD 25(2009/01) 9--rl ©1988-2009 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD i Board AffdII ei,o Bandy HOME IMPROVEMENT CONTRACTOR License or registration valid for individul use only yy before the expiration date. If found return to: Regist jgAi 11253B Board ofBuildingReguMons and Standards r @011 Tr# 281021 One Ashburton Placa Rm 1301 Types Dl Boston,Wa,02108 FRASER CONS77RC.MPN DEAN FRASERQ 3 14 104 TWWN VIEW"E E FAWIOUTH,MA 02538 Administrator Not e 041iP 0Mulle OnS an �' S One Ashburton Place ®Room 1301 Boston. Ikssachusetts 02108 Home Ian=vement•Cbnt W0r Registration Registration: 112538 TYPe: DHA FRASER CONSTRUCTION CO. 6q�in3tion: 3�z3PZo11 Tt'# 281021 DPI FRASER P.O. SOX 1845 COTUIT, MA 02635 Update Address and return card:Marl[reason for change. Al 83 40M-0e10s-0IMFOaM AIGUil s ❑Address RenewalElEmployment Lost Card �' .ilt•iTt 4 b f k . � S�_M_ON Fraser Construction, LLC • , P.O. Box 1845, Cotuit MA. 02635 Email: fraser_construction@verizon.net 508-428-2292 www.fraserroofin com FAX 1-508-428-0123 HICL#112536 CS#97668 RE-ROOFING PROPOSAL 1 DATE: February 14, 2011 NAME: Silvia & Albert Pulsifer Sr. PHONE: 508-420-5111 MAIL ADDRESS: 85 Clamshell Cove Rd Cotuit MA 02635 JOB ADDRESS: Same FRASER CONSTRUCTION hereby proposes to perform the following services in a neat, professional like manner in accordance with the manufacturer's specifications and local building code. -Remove and Haul away all of the old roofing material -Re-nail all plywood sheathing as needed. Fraser Construction will include a 4 Star Upgraded warranty with the selection of any 30 year shingles or any Lifetime shingles. CertainTeed SureStart Plus- The extra measure of protection when a credentialed company installs an Integrity Roof System. 4 Star warranties have a 20 year Non-Prorated Coverage on any 30 year shingles with a 50 year Non-Prorated Coverage for any lifetime shingles, which will cover incase of any in warranty repair, Labor and Materials, any Tear-Off, and any Disposal Fees. Upgraded wind warranty available on the following products when special application methods are used. See description below and in the CertainTeed SureStart plus brochure enclosed. Sul and Install - CERTAINTEED LAND Warranty, 5 year Sure Start Protection, CLASS A FIRE WO ODSCAPE AR 30: 30 - Year RATED Resist Extra Heavy Weight, Self Sealing, Multi- Layered, Architectural, Sle,�Fibergl ssnt, Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a Full 10 Year Warranty against ALGAE Containment. 5 year 110 mph wind- resistance warranty with six nails in common bond area, Fraser construction includes six nails in common bond area at NO additional cost. See actual warranty for specific details and limitations. Color., 7 c9e9(� PRICE- $6,750.00 Initial Note: White drip edge on lower section of gambrel. ' Use existing soffit vents. Smart vent to be installed upper portion of gambrel. 1 c A Air vent II Ridge vent on entire roof. Hicks vent on family room rear of house. Product & Installation Details SMp-lp & Install - (Soffit Venting) Hick's Ventilated Drip Edge or 8" Aluminum Drip Edge with existing soffit vents. Protection against damage to the roofing materials and structure. The most effective system is a balance of air intake and exhaust that creates a uniform flow of air through the attic. This system creates a condition in which the roof temperature is equalized from top to bottom, supplying a uniform air flow along the entire underside of the roof deck. Supply--& Install - CertainTeed Winter - Guard: (ice & water shield) Waterproof Underlayment System (3ft. on eves and valleys, 18" on rakes, walls, and skylights) Supply & I_ n_ - DiamondDeck Underlayment Paper: (30 lb synthetic high strength underlayment) manufactured to provide best-in-class performance in terms of both weather protection and contractor safety. DiamondDeck is a synthetic, scrim-reinforced, water-resistant underlayment that can be used beneath shingle, shake, metal or slate roofing. It has exceptional dimensional stability compared to standard felt underlayment. (As recommended by CertainTeed) Supply & Install - CertainTeed Swift Start With self- adhering asphalt starter course on all eves an rake edges. CertainTeed requires this product for Integrity Roof Systems and upgraded wind warranties. Supply & Install -Aluminum & Neoprene Soil Pipe Flashing Supply & Install- Ridge Vent - Shingle Vent II (as recommended by CertainTeed) Supply & I�all - pre-Cut CertainTeed Hip & Ridge shingles Shingle Ridge meets the hip and ridge accessory requirements for the CertainTeed Integrity Roof System which is comprised of underlayment, shingles, accessory products and ventilation all working together. The Integrity Roof System is designed to provide optimum performance--no matter how bad the weather conditions are. (As recommended by CertainTeed) Clean & Remove - Debris from work area daily. 2% Discount if paid by check immediately upon completion 2% Senior Discount Available Discounts: 4% Initial 2 NO MONEY DOWN- NO Payment at the start or part way thru Payments accepted are: CASH- CHECK- MASTERCARD _VISA _AMERICAN EXPRESS *Any Payments not made within 30 days of completion will be charged 1.5%for every 30 days the payment is late. Possible Extra -After the shingles are removed from the roof, we will lift one sheet of Plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installer Plywood over and then re-installer theplywood. g the Panels, turning the as an extra at the rate of$6.00 per Panl including Materials & Labor this . Thee be aged for Panels per sheet of plywood. 6 Possible Extra -Any rotted or otherwise deteriorated trim boards, Plywood sheath , lead flashing, or other carpentry needing replacement will be done:and charged for las an extra at the rate of$60.00 per hour, plus 15% mark-up materials FRASER CONSTRUCTION Warranties the labor for 12 years FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 10 years. CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration Sure Start Warranty depending on the shingle that was purchased. of the Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: r Hom owner Fraser ConsC ruction, LLC [Date Date Received Started: Date Completed f squares. Billed Job estimate: Dean/Mike ras Material ordered Paid Available Discounts 3 �s Cla�stiej1 GjveV, ex 1 I 1 � � 1 9.. ,2 ' 1 r . ,�Z 24410 n'•1r � SMOKE DETECTORS REVIEWED B BUILDIN DEPT. DATE ' o C 0 fT N > FIRE DEPARTMENT DATE a BOTH SIGNATURES ARE REQUIRED FOR PERMITTING co ' 00 • N Q 1 7 Y O Sn Z cam., u'�i N �) o 1 O 3 �: N V o 0 o z � � ,. 0 fo 12 ,rs 1,z Ramp down r A O A N 1'4 12' O K Covered Deck �_ a°°' j w w e' - -1'-212' _--g•-e•— O+ I< r U n Closet/Pant — g;° �'`' _ v I rY Kennels N r 3 Q zz - a> cYi :? -- zr-s I 7 , t ------------------------------ --1 ,f yµ�_ z Pn Q O a j _i a � -< '"5' r. �' a O II - r' '. - 01 c ......�� 1 > �` 3 J' N O \ l� a N J f- J o r �' f - 3 ry f w o L. o U - 4'•7 N . .� 0 L .. • r t m o h. Y O N _ . •r f I�_ W �. Stairs Up ° — ' �3'�. I Z 0 x I i� Q x tt'-7i�' - AW251 24410 o > O W • � � r` g I w —2 5'—( _ �.�•.. i v _ f 25'-4 12• 1 � t m _w O 6 x O .,,� % = fx `� • , 1 rn 9 o o X L O Fri U W o E� 0 C t ~ m � `o rf Zrn r- O� � 00 3 O ct p�� �o w w o � + Z V LL 8�, �•N sL m g s o � gv a o - '� O -N Z d C'n _� m �� W W o 8 o m u DATE: 8/24/2015 W b u m g Ln c . 1 m g2 1_n°o >L° . r _ G S 2S •3 m oo SCALE: 1/4" 1'0" / 2 �N 00 ' A C C {laa-� d'W o2 c�a 3= ,Yze• rf-,g,�• --- a� a� a 3 �N A 1 . 0 0 22• Sheet P ii i rn C O T) y N f6 p • N Z m N a 01LU °° o oA _ oIX —6•—� as art d�d•;; LU > o w S m 0 0 Hall Bath o N 3'•1 1/6'—p -- Bed 2 ®/ o -O C Bed 3EO 0 i I — 55 SECOND FLOOR PLAN , SCALE: 1/4' = 1'-0" . w z ° z w � W � w a � Aar N i QI z o 0 .tea q W � 6 F O W w � ° U GENERAL NOTES a � Add hard wired smoke and CO detectors. a No other work being done on this floor. DATE: 8/24/2015 SCALE: 1/4"=1'-0" A1 . 01 Sheet !GENERAL NOTES ani"epgw Syn"pD;;RJid -Add hard wiredismoke and CO detectors to new and existing gaugo. structures. 2' _ 2'-4 101a4e•wnvabrw9ngW -All construction'to conform toWFCM110 nailing,holddowns to V -- ` Sle•awnmWK.W lgroolLme and connectionl3codes. C O •----, 0' -All walls,floors pd ceilings to conform to current energy code. > walls-R-21,floors-R-30,ceilings-R-38. 4) -Garage to have,fire rated door,5/8°type X drywall on wall to living ' space and garage ceiling.Remaining garage walls to be 1/2"drywall. I _ I E..*,Na uaee I buntlal I _ JI7 to I I O N - C) � I � Conaab apw } 1 ' 1.• Q O O 1 o � M zo• j 2:�• 22' ------------- ~I T I I I ---- ------ ---- ------------------- ---- --------- K`M11 m —------- - -j------------ --------- --- --' ' Saw ad d'a T-B•opening in adstlep -�. .. a'.a^ r l' = STHD1d ' uel9louMetlon for a¢esa , ; �, ndtl tlox+J¢n¢ar¢Oap.t<pauBe. V1 Simo STHDldRlwmor j ' roll CwaJsnsar#raD.ld gauge. 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' 22'— t---------------------------------------26 ----- ---------------------------------- ' Mmrrppnnoo�� lO dowN a�n�iep.ld pauge. ° Z - _ a F,J 1�1 W O z Q °� O tj 1) N c Z ° ,made•conuororoourlBW O. Imo,U f,�.�• -`i -4-9 "�� _ Sle-anGpr odl and dglool po,o �— 9 7/8- 4''9 7/a- O cq r� DATE. 4/20 15 8/2 .� FOUNDATION PLAN SCALE: 1/4' = V-0" SCALE: 1/4"=1-o° A2 . 00' Sheet . AepheA mof shi gbe C 14-3 YB' � \\ 12 76 A:ak gaWe Wm •�,+. y..r I / -It .���\\ IIII 1%2 AZBk sAad-b-A N Existing Structure \\ l z y _ . . N - Us Ask door ldm —_—.—.— EEl:I.aM_,511' Q �— •'1- I I_ I `Yr � �Acbar V f a Ira Ask willow Wm 6• - -"� tQ //f r � I � `l r�� o • ^ / Lw.c- : c°� 2: l TIBm II. �^� I I W I�II it III O I 1 --- I I '.>: In z : 11jI,I� l Ili a$ W F v [ r 4==Y7EL V-8-� 't•4.1 'V.'•u N O eG Gorg Fbor- - � U —�-� Q a 114'—%—d 24•-2 1rz• a 11•-5 1/2" :I 21'-7• 70'-5• I Covered dock Rear Deck as GENERAL NOTES LEFT SIDE ELEVATION -Add hard wired smoke and CO detectors to new and existing 2 SCALE: 1/4' = 1'-0" - structures. All construction to conform to W FCM 110 nailing,holddowns- 1—2•-4•and connections codes. L All walls,floors and ceilings to conform to current energy cede. walls-R-21,floors-R-30,ceilings-R-38. i -Garage to have fire rated door,5/8•type X drywall on wall to Irving space and garage ceiling.Remaining garage walls to be 1/2'drywall. F1 r •s .;.r� f'1 �i!1+:3',� "",�f s`R.+� Jam.�"Sp• A tiy�,:''+�4�-�„t''�(r�. 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All walls,floors and ceilings to conform to current energy code. .I walls-R-21,floors-R-30,ceilings-R-38. -Garage to have fire rated door,5/.8"type X drywall on wall to living 1- --- ---36'-r—I ------- t space and garage ceiling.Remaining garage walls to be 1/2"drywall. .r� 5..�1"5ao ��.—,� jy y„'�e rc ,�.rsa�+,1 'Fe:�'s`�-g a t.'—�r'k- l: li4'"�#".s y�'r �•a� 'w'" v1'- . �� ",r.�#a'�a.e, 5 ��.1f�. `�.�b 9�� La•E �+� �S vn''°t�,3e � :"�'� e ���ar'c ,e,ak'k. '1�v� ;t {�.r,! '�'ry•�+W n� � •� to a � k'� I-� ,,s$w{G.,��a s�! *fi e r � �1srFz=z�. r >� s ' a�:,$-5 1!'k•?.e�a �+ e.seds�"u '$4 �� >! � i� "'�i"'� "'�t K er� 'a ;ti ti'fi$ rg1a9: 3' f �# � ; T v a s hr+ems dt n I,5 �t�-i`'o �.ut�y.f��l''Si^7Ck'IK>.11 �f. f �3.N•'hD�[,eL{,y [.u��rayr� ; x 4*f 1A�� ��t^r L�b l L�� �,rt,�9i`A �� �L.��S 'Y ���� ASPIwtl ro0l shingles d':d "�3ey,c _ t .� siyyFyt :� , gg, rt -dt.. 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Imutat°d wIR380atta crawl o o ea S N V oaf;; ✓'s � Bk,>j.�, 2,12 led roar letters C Wax.inaulated I 22-5 1n• 'O• a "• 8t9A �:i6-cPi"rtr`rY�}' h•hix1'•tt Y,imv"4.tl16 - `.., cal R-311 hafts and Rattermato Games -- 5/6'pbwood sheathing 2x4 kd wall suds 16'o.c. _ cal W FCM 110-log Insulated w/R.15 beds 2x10Jet telling joist®Wo.c. Insulated w1 R-38 hefts - Triple 1 3/4'x 16'LVL(an, I 2x6 kd wa3 herring In 2 Master bed Rm. 5M.lype X fine wdo drywas manulacl.orginsened sub.shout) remainder of won run Mid �w-H and calling(rol shown) S TrussLak screws®12'o.e.staeared 5 1/4'x 5 1/4•Versa Lem posl(sea 2.led wall fremine®16'o.c. (gee manufact.engixmed wk.lsheet) manulap.ergin=cal°.meal) Insulated w/R-38 balls Hall s bI d f RJB�16b.c. 2x8 kd man lolsl cal LU526.Z nhear 3/P76Gkwd and r I Garage hanger®16'oz.both aides of beam ' DNwoad gkwd and nellad 1/2-plywood sheathing w/W FCM I la nailing 2r10 led Ibor)outs®18'o.c. Zt4 kd pedlars wasa 4'wnorat.also cal who mash Insulated w/R-30 belle on glede,pitchod to Imnt 2x6 p•I.all plate First Flan I 191-8' 4'S 12' 2•-8' _ Iwm sill seal ----- ----- — - Existing gravel w/machine wmpection 4 EL 6 j- -- 13•-f 1/4• ^S Crawl space Triple 2a10led gld beam :a 5/8'a 10'plv.anchor babe w/ 4 5/8'x 10'gaN.anchor bona w/ 31x 3`x 114•plate washers®16'o.e. _ 3'x 3 x 1/4'plate washora®16'o.c. - 3 Ire bIN oDkjws 6'a aun prowncrete faunde6on 6'-8' 6'-B' Bk 3'-B 3/4•wncrele foundation cal damp proo8ne .{�.; w4 damp peeling /AR 1'4110•wncreta ':�,1 I 1•4'x 10'cannele lwlin / 26' footing wl key way B w key-Y 2'wnneta dust rover 30N 30'x 12-haunch loolings Q 0a V z � . Q ° u`1 w z 'o cn o W " GENERAL NOTES F(�4 q¢Q re, d f 2 SCALE:BUILDING SE 1TI�ON View from rear center of additions) Add hard wired smoke and CO detectors to new and exlsting W Structures. ^ w W V `++Mw uunwf•"' -All construction to conform to W FCM 110 nailing,holddowns .. and connections codes. H a a0 a a ' -All walls,Floors,ceilings that make up the Thermal envelope to conform ' to IECC energy code.Walls-R-21,floors-R-30,ceilings-R-38. a Garage to have fire rated door,518"type X drywall on wall to living space and garage ceiling.Remaining garage walls to be 1/2'drywall. DATE: 8/24/2015 SCALE: 1/4"=1'-0" A5 .:;OO Sheet r Q u ' 1 b 2.12 Kd SPF#2•Bb ridge Ridgo cap 4Nrgba Riod.vent V2'000 ZJp Syyewm.xtorlor weld LSTA24 strep tb sheathing.tnetellad vadicatly,spooning Asphalt archbectuml floor system onto frsl floor walla mot shingles Doubb 2xe Kd lop was plats ' 15D.fetl paper LSTA24 strap the 2.6 Kd watl frembg fi C O It sre'pN+Add '> mot eheathbg Triple 2x8 hostler Double 2x6)atlt studs 2x10Rxi2 Kd SPF#2-Btr roof mttare N -I DETAIL OF RIDGE AND VENT 0 WeInd 0 p.1 Scale: 1/2"=V-0" wlntl ratfingg palism • (3'seemal6'field) n Double 2x8 Clog sods Z N Iry Qa o Asphan archit.cturel MI shingle h'V U 151b.held paper r� U G M n —f Kd SPFp2.Bn O mo rw f•w Raft-R-Mates • ratter vents �,1 '�I = U 5/8'P=0d O } Q U • _ _ root enaetNrg y . H2.5AZ Hurricane lie G z STHDI4RJ comer hold tlown Ica end wabr shield 'per' -1''"+x,$ W Alum.drip edge Q F C V4'T«G pl ad subnwt C V riNO 5-ANm.goner • 2x10 Kd dm joist 'rRnsub loin 1x8 face board ^ ,'} F yU„... . r 5/8'x 10-gaN,anchor bog w/3,3 plate washer 32'o.c. S'Concrete foundation 202K,,d allic 1x3 win board i`� CO) U G t TripleTripleW head., 2-Alum.sotit vall ^ Q tx5 Both board 2.6 DETAIL OF TYPICAL WALL AND HEADER FRAMING homing Bed molding 4 1.6 freers board Doubb hang window R-21 ben insulation DETAIL OF ROOF EDGE Scale: 11Z'=1'-0" N Garage foundation V' Lr) Main addition foundation + x.. O • �•:; t � � Q a' ll1 ! M �D � W C7 F�1 O cn c� emu, :, •� �i Concrete footings Imo—( O Q o v a00 DATE: 8/24/2015 SCALE: 1/2"=1'-0" DETAIL OF FOUNDATION AT GARAGE INTERSECT Scale: 1/2"=1'-0" A6 ,00 Sheet L R=13761 ETW C n A4 COTUIT �2.op' _ i'I / 0At �E R 0 ,p21 I _ �D 7 I , / I / LOCUS LOT 27 I IL=26.o e� Igo PARCEL ID: I G =142 8 N Qom/ 6/055 I I C,J/2' 0 AREA=21,357t S.F. `/1 W I LOCUS MAP LOCUS INFORMATION o I PLAN REF: 134/41 I TITLE REF: 28938/337 OL / IG I 6; PARCEL ID: MAP 6 PAR. 55 �1 I I ZONING: "RF" 30'F- 15'S- 15'R WIND EXPOS. "B" I 60.2' N FLOOD ZONE: "X" SALTWATER ESTUARY PROT. W 01r COMMUNITY PANEL: 25001 C0752J DATED:07/16/14 PARCEL ID: CERTIFIED PLOT PLAN (FOR ADDITION)#85 / \\ 6/054 LOCATED AT: 26 6' ;� ; / � � 85 CLAMSHELL COVE ROAD PARCEL ID: / COTUIT, MA. f "' / 6/056 1.00 G p°yERED / PREPARED FOR °RCH / 53 8' ALB ER T J. & SI LVI A A. 0 24.66 PULSIFER ECK. / 08/14/15 REVISED: 10/08/15 uo N p ROP OF/ PROP / J tN Co A MAS CAO1 T1ON / GA RA o � s9c p `0 E / O o�� EDWARD 1*. 22.3' 2800p / // N A.STON H L U-5 PROP Oo J 0. 0 pEOK Nip S NAN 1p So L A 31.3' 31.5' PARCEL ID: 5/035 E. A. S. SURVEY, INC. GRAPHIC SCALE P.O. Box 1729 N� v5f'50 20 0 10 20 40 80 SANDWICH, MA. 02563 PARCEL ID: BUS:(508)888-3619 CELL:(508)527-3600 PARCEL ID: 5/034 ( IN FEET ) 5/033 1 inch = 20 ft. SHEET 1 OF 1 J 1775 / \ PROJEC T L OCA TION EN�T/� LOT 27 CLAMSHELL COVE' ROAD 1�oAf) �1jCOTUIT, MA. POLE # cp COTUIT, MA. O � L` I + i B. 00 + � APPLICANT.• ter LL o� ' - _ L�2g6218 LOT 26 o AL PULSIFER : • �� ,1 0 43 TROTTERS PARK M, i 17 g MARSTONS MILLS, MA. C Q — 1p2 4 � EDGE "w ,-. YANKEE SURVEY CONSUL TAN.TS 75.2610 iv D. BOX �' J �cl P. O. BOX 265 r 37 61 — 13 3 1 UNIT 5, 40B INDUSTRY ROAD g%1 p '' RESERVE rn \ MARSTONS MILLS, MA. 02648 12' C.B. PH. 508 428-0055 - FAX 508 420-5553 AREA �.B.' [SCALE: 1"=20' =DA7E.- 10/4 94 1000 al / 1 LEACHING f� _ -a \ SEPT C 1 � FREV. REV PIT l �� /5 _ JOB NO. 50579 SHEET 1 OF 2. To o \ \ N PRO , -, ', ' \ ` PLAN REF: 134/41 os C� KO USE RES. ZONE' '.RF" o - ASSESSORS NO.: 6-55 ' LOT• 27 HO USE NO.. 49 5 — lq. 21,358fs.f. tN OF 0.0'\ JOHN ��G 50 \ 't` LANDERS-CALILEY \ , CIVIL ' No.35101 LOT 28 _ � � 9f6JSTER�� 4``Q 50.5 \ \ �nJ �`�S�a 'AL E I I I C.B. _5_0.5 PROPOSED TOP OF FOUNDATION 20' MIN. 10' min CONCRETE COVERS 2"LA YER OF 49.8 PROPOSED 49.5E 118"-112 EXISTING ' VERS WAS VED STONE 49.5E 49.5E E STING I 4" CAST IRON le"MAX � i � / / ice � i � � i ii � / OR SCHEDULE 40 4" SCHEDULE 40 P. V.C. 12» P. V.C. PIPE DIST. M N. 7 S=0.02, D=10.5', FLOW LINE S=0.01, D=7' BOX INVERT 1 10" S=0. 02, D=15' PRECAST MIN. 19TINI LEACHING 47.5 Z,y 4 ` cOR ERT INVERT 47.04 LEVEL q o o EQUIVALENT EL.= 4 7.29 ( °oc INVERT 4 3//4"" TO 1-1 INVER IN O V WASHED STONE" 1000 GALLONS EL•=_46.97 EL.= 46.80 EL = 46.5_ o o� SEPTIC TANK O W c� 42.5 LEACH PIT 3' 6" 3' PROFILE OF 12'DIAM.� SEWAGE DISPOSAL SYSTEM NOT TO SCALE BOTTOM OF TEST HOLE OR VSGS PROBABLE WATER TABLE EL= 38.5 ALL ELEVATIONS ARE ASSIGNED BOTTOM OF TEST HOLE # 2 IS 11 FEET BELOW SURFACE. SOIL LOG BAXTER AND NYE,, INC.- WITNESSED BY: EDWARD BARRY y c p JOHN yG r�. • �; LANDERS-CAULEY v CIVIL CIO GENERAL NO TES PERCOLATION RATE _2 MIN./ INCH �, Q Na 35,01 Q 1. THIS PLAN IS FOR CONSTRUCTION OF A SEWERAGE DISPOSAL SYSTEM. 9�,rfD ISTER������`' 2. PLAN REFERENCE BOOK 134 PAGE 41, LOT 27, BARN. REG. DEEDS. S NAL ECG DATE 04-05-1994 DATE 04-_05-94 3. THIS PLAN IS FOR INSTALLATION/ REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 AND-NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DESIGN 'DA TA. EL. = 49.0 EL. = 49.5 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS , FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 0 0 TOP & SUB NUMBER OF BEDROOMS THREE (3) 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TOP & SUB 2 0' SOIL 12" OF FINISHED GRADE. 2 0, SOIL GARBAGE DISPOSAL NONE 6. EXISTING AND FINAL GRADES SHALL'REMAIN ESSENTIALLY THE SAME, UNLESS NOTED BY FINAL CONTOURS. TOTAL ESTIMATED FLOW 330 GPD .1 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE ( _110 _GAL/BR./DA Y x _ 3 _ BR. OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER MED. SAND MED. SAND , OR WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SEPTIC TANK CAPACITY _ 1000- SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING. UNLESS NOTED. 10. 0' 11. 0' LEACHING AREA REQUIREMENTS 8. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. SIDEWALL AREA 151* GAL./S.F. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA LIL* GAL./S/F DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAPACITY (BOTTOM & SIDEWALL) 490*GAL. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. -- 10. THE EXCAVATOR�CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND ( 3.14 X 4 X 12 X 2.5 + ( 3.14 X 62 X 1. 0 ) UTILITIES PRIOR TO ANY EXCAVATION. THE WATERGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 490*_ GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT. *VALUE OF EACH PIT SHEET 2 OF 2. JOB NUMBER__ 50579____-_ fry' r � G/�t TlM►3E.�.1.1N�. I- tv/'S�4' + I I[J— j R,!'�,�-� , + w SCALE DATE -__."___.___-__�,_-,-y:�--i _w-•-�--�---. ._....fit.- w_ 508.428•61 1 i ...__ / - _..—_ �/`• t`�Y1 r���i`W� 4-.1 F4�btirtLly, O'\ i��Kf�/�L. Custom \tirx n' v' C,LITTI ;z, i a es igns copyright © 1994 All Rights Reserved - IT 1 24.2,6 i Q i— + I Z.r') C MAR �. �� h f✓ �' 1{ f ( Pr i. s.. n LJ Preliminary plans and layouts by DC.D are for the use of their customers only . Any other use is strictly prohib+te r:.a NEW ENGLAND REPROGRAPHICS&SUPPLY CO 576025 II r f 24.Zed !4A41.A.G l n .4 � I I � i I � I i .y�x tN``(U�- 4.l CA G" ZS \- i �v�5/4' Cl�td4 tl ' 1 i i 0 -- --- —_—-------- - — — --- t — -- SCALE DATE 508.428.6191 ASv1:.^lT SLNALE5 C TIM�F.RL!N�0q_ E(*j,I AL ! eviin 1o( ustom es igns pyright cQ 1994 All Rights \ I Reserved ! I U r�C .&-T t C)�'1 at ti Preliminary plans and layouts by DCD.are for the use of their customers only Any other use is strictly Prohlbite NEW ENGt.AND REPROGRAPHICS&SUPPL Y CO 575025 m. � 1 01 � i r • t tit ,4 _- D 14O 24 O14, i 't9 i 01 6 \- Q a , -wCM j V I 14' 0 SCALE DATE �14 VC q4( Ell 5 •428.6191 08 ap 1 o ev l i n i I T 24 Custom �. . 4t o esigns 1 ! N copyright (i'> 1994 C. All Rights IFF 2' 4 2'C) o Q Reserved Ln i L\VIA ! I o y i • � Q .,.J Preliminary plans and layouts by DC.D are for the use of their customers only Any other use ,s strictly proh, bite NEW ENGLAND REPROGRAPHICS 6 SUPPLY CO S76025 1I I I zo-o-- I v - 0 LA CALE DATE �9 ty n I J o v a it 26xexI°'TuK.cL+1c.m:wq 3'-2. 4) � � � 508-428-6191 cj"-4c. ccurn LILY Cr-A- I ,— 1- 1—fi ( ' a ev l in � �.+ �. � Custom of ; � 1 G, J G`o- + c;� ° a a S ignS Cr O. f ..- , __.____---_______�_____ _�_._ �, ___.. ___-- - copyright (0 1994 r' All Rights Reserved J 4 l � `7) �I I O i e...T k.4�.kit LL A x a � ►J j 11 Ol C/ .�1 t � c ^) Preliminary plans and layouts by DCD.are for the use of their customers only Any other use is strictly prohlbite NFw F NGi ANr>PF PROGRAPHiCS R SUPPL Y CO 576025 I R>:n �FT�n Ct�r' �nZ75 i CA5 10 GW vj Li ! 7K�/ _.� t x t; 1&7&-W' i -- - --- ._... 1 � _ l t MUM,L 4UTTL2 -' 9 . �1•�8_�rnr.�?�1.,1:.___ . _ _. ��,._ �.,i•,rc 4LTr�R � _ MkCxLT Walop CuT) 644.ON 1 x 4 _-- --- 1-. 5 FED.!_"•..I'L OL4 1,5 i l it 7Tzt�A (X'T/A ~2 �!+ ' c� `C' '',tip n�Tt� ': iy T ( i/l z ;!•e t2 r t Vic,L SCALE DATE 2xL-CLC,,Sr,,ZS } 1 � l-IUTt:Q r` 12 1x3 sZrznPn�'��t �kt� sz�nc, _ �__ 508.428.6191 Rn1=T1ti12 y ._,._._..�-_ ____ o - --- en 'y4 t�y Custom i s g s CA O 6�+LETk,CK �C copyright 1994 All Rights W v, Reserved V I r.. 94- Te4 9L,t\VUC3n 2x.r) t scat TS / } Any fi ; ,, ��• -A a l 1 �..� �+K,CC�tC•�>� ._ 4.., z�,�c.:+rtc Svt3 t~ , —1 's Preliminary plans and layouts by DC D are for the use of their customers only Any other use is strictly prohiblte NEW ENGLAND REPROGRAPHICS a SUPPLY CO STS025