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1413 FALMOUTH ROAD/RTE 28
f - ti v cw EV 1 .� Town of�v Barnstable Building Y Pos`This.Card So That rt isYVis�ble'From the Street,�ApproYedPlans;Must be°Retained on Job andahis Card Must be Kept ,. l�ARNf3PABi�.,• b Permit §Pasted Until Final Inspection Has Been Made tk g t Where a Certificate of Occupancyfs Required,such Buildmg shall Notbe Occupied until aFinal Inspection has been made Permit No. B-17-3632 Applicant Name: CAREY,JAMES N ESTATE OF Approvals Date Issued: 10/30/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/30/2018 Foundation: Location: 1413 FALMOUTH ROAD/RTE 28,CENTERVILLE Map/Loft 229 089 Zoning District: RD-1 Sheathing: Owner on Record: CAREY,JAMES N ESTATE OF Contractor.Name.:' Framing: 1 Contractor License Address: 1421 FALMOUTH ROAD i �- � 2 CENTERVILLE, MA 02632 �' Est Project Cost: $6,000.00 Chimney: F y Description: remodel kitchen,replace windows,add deck and shder% m Perit Fee: $145.00 �.' Insulation: I Fee Paid: $145.00 1413 A-House Date 10/30/2017 Final: Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed byths permit is commenced within six months after issuance. -Rough Gas: All work authorized by this permit shall conform to the approved application`:and the approved construction documents for�which this permit has been granted. All construction,alterations and changes of use of any building and structures§shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street of road a d shall be maintained open for'public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by YFie 6uildmg andre Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:p ` 1.Foundation or Footing �� 5: Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All PermifCards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division ��`C Date Issued Conservation Division ®� Application Fee Planning Dept. Q�i�® �"�� �;? Permit Fee 02 0 Date Definitive Plan Approved by Planning Board �B,a,. ®l, ' Historic - OKH _ Preservation/ Hyannis �f Project Street/Address f�/�3 Iq,C�I/1014 Village (��/� 1�/��C' o// 1./� && l Owner T (.� � Address � / �� - �/)�• � . ��r�r//P Telephone DO®, W1 Permit Request I l—n Q AAAM l is (' yuh& Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type e Lot Size Grandfathered: ❑Yes ❑ No� If yes, attach supporting documentation. Dwelling Type: Single Family df/ Two Family ❑ Multi-Family(# units) o Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use -- -- -- - -- - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � l/ �C "imp Telephone Number P9 Address _ �70 �Q�1�"i©� � /7 �• License # eplilef 1;/ / p Home Improvement Contractor# Email %;�,r W Worker's Compensation # ALL CONSTRUCTION WERRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE A9 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION G i` v FIREPLACE ELECTRICAL: ROUGH FINAL 7 PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 44 w to CK LOT 8 ul Q , cn _ D 50 00! I SH LOTA 1 JI N/F 17,706 SF WORRELL 1 n o 1��a 1 !� I r i LOT 4 V. is i FALMOUTH ROAD (ROUTE , 28) f • CERT'IF'ICA TIO1i' THEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING, FOUNDATION OR 1L ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED (WITH RESPECT TO R IS EYEIYIPT FROM'VIOLATION ENFORCEMENT ACTION UNDER MASS. GENERAL FLOOD DETERMINATION FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUT NATIONAL FLOOD INSURANCE PROGRAM. Ur 01de Stone Plot-Plan Service, LLC ��. EIL' P.O. Box 1166 Lakeville, AL4 02347 Tel: (800) 993-3302 Fax: (800) 993-3304 r� • t pv an instrument survey. The structures as shown are approxima a on y. An instrument survey wilding locations, encroachments, property line dimensions, fences and lot configuration and "hP lanri ac shnwn is haSPri nn rliPnt furnichPri infnrmatinn only nr accPccne-, man R Town of Barnstable Building Department Services Brian Florence,CBO ,Xl~ Building Commissioner a a 200 Main Street, Hyannis,MA 02601 M www.town.barnstable.ma.us 03 Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: 10 Please Print_�. / //� JOB LOCATION: > number street village "HMMOWNER 66f.. 1 p name ) home phone# work phone# CURRENT MAILING ADDRESS: / �C �PitAL-12/P. /vZ9 cityAown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature o Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required sliall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit foims\EXPRESS.doc 09/16/17 Town of Barnstable Building Department Services . . g P ssresrs, � Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If UsWg A Builder as Owner of the subject property hereby authorize to act on my beh2A in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMLSSIONPW S Rev:09/16/17 27w Comwom-reakh of-HassrlcJhmdts. Deparkneutqfrud--us&i AcddenYs :• 600 Waushh;gtan,�ireet - Agstou,AM 021 wFPj tm=gt>Q1dia Workers' Cumpensatimt Insurance Af Ed"it:BluldersiCantractursMectdciin c1Phomhers AippUcantInfkmatign Pleise Piint y. Name IMP Address: /f � 9 cawstateOF- Cr Phone"w. Loz ' Are you an employer?Cherkthe approlw4te bim Type of project(required): L❑ I am a employer with 4 U 1 am a general conbmctor and I d. ❑ e employees(full au for part--time)* l�ehiredifte Sulu-conbMctos omvftuction 2.❑I am a sole proprietar or partnr- Tilted oa the,attached sheet.. 7. EllemodeEng skip and have no employees -coaErac#ors have g,❑Demolifiou -w,�(�,,�Q fora in an employees and havewo&ers' '�' 'b Y t3`- g. ❑Building addition [NO Vva�s' camp.�,�„ce � comp-;,,��n�$ . req=ed j 5. ❑ We area Icorpozafiflu and ifs 1�❑ElectEical repairs or a r3d¢iaas 3-❑ Y am a bomeavmer doing al'work officers have eYR-cised their 11.❑Plucking repairs or additions. set€�T o W=kers' _ t of eX=316ou per MGL y irictrranreie d�'t c.152,JIMandwehaveno• L.❑Ro0frepairs i employees.L1V L3.❑Ofhet camp-inmranm required.] I'Arry app futched3boa ff1 mast alsu Mautthe swfimberawsbmdag ffie¢waffm'campensadonpolicy inft=ffaan. T&amemnerswhosutmgtffiisxE5davuinduitiag they Rm doing aUwak mi&mbhmoutsideeontictam=astmbmitaaewaMda&" iegtiU.--c L fCaazzacE. *.,d checic*i b,== st atmched m ddi6-sa shoat sbou°mgtheamneof the sub-ca=rtfio-sand si�ewlt�arnotirbase emitiE! 1we amplmjees.lftbesnircant Wmsbzce:ploF$es,9heymnsI pmridxtheir wadken'comp.palm numbez' I aeet an employer fltrd;is prw dfixg vvaj*ats camp m- sdiaq irmarmwxfor my eirrpl4Tm Below is fhe policy ar d jah site informati m Tx��xance Companpi'lame: 'Paficy 4 or Self ins- .c--,,1 1 pSFdtnSIID?Ife: �j Jots Site Address: f�//1 �/!�®�/� �- Ciig/5ta rr: 19R6?A Bch a'copy of the markers'campensationpolicy-declara4ion page(showing the policy,number and espkwdon date). Faiinre to secure coverage as requiredunder Section 25A of MGL e. 157-can lead to the imposition of criminal penalf"ses of a fine up to$U.OD.CG aad`or aae-year iu 3n$(3nmeut,as Bred as civil penalties in the farm of a STOP WORK ORDERand a fume of up to 0-00 a dap against the violator. Be adtdsed that a copy of this statement.maybe fonbvarded to the Office of Investsgat ons ofihe DIA for imsvramce coverage v ow Ida heraby ced fig raudar thin pr�ts ands psr s ofpe ju y tTurttlis irzformatio7it RMi&d ab�ow is tars and cnrred asaafnra- /fir pate: ,/Z Phone O8 , O&W use allry. Dv etot Write in f1dS AMT,.#a be rrret<pleterl by i iy art011w affaeuet City or Town: Permif icense# ' hmuimg Anthar€iy(circle one): L Board of feaU r.ceding Department 3.CitytTown Clerk 4.Electrical Enpector S.Plu mbmg hopector 6.Other Contact Person: Phone#: ormation and lastructiORS M sza��G,�Ieml Laws chapfnr 152 rrq=m all employ=to PrUVIde.WOIJX&CO113pMSfftIM for their employees- pmmmutto this stt�,an�Inyee is defined as¢: ypeasonm flee se$vice of�otb=rndet any co °fly, empress or iMPH54,oral or wMh=." AIL emPFoyer is defined as`pan ind.vidual,partn=b�p,assoCiEd!iL4 cMporaffon or other legal Mty,or anY two or mine of fihe foi egoing end in a joint a m,a ad inchiditng fiie legal representatives of a deceased employer,or the association or ofherlegal entity,=ploY�employ- $owever fire =t cervct or trustee of an individual,pa =sbip, orthD o ofthO- owner ofa dw jUmg house bay mg not moir,thantbree apartments and-who resides f dwelling horse of mofher who employs persons to do mamfeuance,c" sh-act on or repair work on such dwoEing hawse or on the gMtmds or bnzldmg appuz�th=t3 OnIlnotbma,Zse of mch employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that¢evexy state nr local Hcendm agency shall.witbhold$ie issuance ar renewal of a But- a or permit to operate a business Or to construct bmfldings na the cOmmotxWealth for any aPPlicantwho has notprodnced a=ptable evidence of c6mpUance wiffx tIm ksurance.covexdge re� Addrfionally.MCM cbaptcr 152,§25dM staff -Neither flee c nor any of its political sobEvisims Shz enter into any contract for the pmfoll= e ofpnblio work tratrl acceptable evidence of compliancewith'bLe msmmc6._ reqok=ems of-am dupteabavebeen.prescnfedto the mnfrac� MfbDIW-' Applicants Please fill oT± tlhe worker''compeer sation affidavit coniple rly,by eher, die,bmees ffiat apply to Your sifinaiion and,if nmessarY,s-OpplY sab-cont=tor(s)name(s), addresses)andplione nnmber(s)aIcmgw&thmr ccrtcEicate(s)of insvllaince_ L>mitedl-iabMLY C=Penies(LLC)or Lmuted Liability Pis(lam)withno employees o$f er Imam file znemb=or partners,are not rimed to carry worker compensafien:h: a c:e If an LLC or LLT does have eMpToyMCs,apolicyisrequired. Beadvisedthat this affidavit maybe snbmfttedtotheDepnfmratoflndusftial of insnranee coverage. Also Besure to sign.and date the affidavit: 'Ihe affidavit should Accide¢Es mr confirmafinn boTtto red to the city or town that the application for t3�e permit or license is being requested,not the Department of LnAn tdA Accidmts. Mmuld YOU bAVD any questions rega dkg the law or if are rerun ed to obfam a wormers' compensationpoficp,PlmsecaIlf3ieDeparfinentatthemimbez listed below. Self-fimredC=3PantesshonldentZ.111eir self-i3 cC0Hce2semmnberonfhe Line. City or Town Officials r Please be sale that the affidavit is complete andprkdedlegibly. The Departaenthas provided a space at ib.e bottom ofthe affidavit for yonfD fffi Ott intho event the Office oflnvestlgg has to cordactyoaregardinglbe applicant Please be store to f M iathe pemWHcease Mmber which will be,used as areference>sambcc In addition,an applicant that must submit multiple peMWaceanse apphcatiom in any g ma year,need only submit one affidavit Mdira-�=ent policy infornatian(ifneces��y)and tmde�`lob Site Q_d ess"$e applicant should write:"aII IOcatlisns in ( Y°r gown)»A copy of the affidavittbat has been officially stmiped or mariced by f).te city or town may be provided to f e applicant as proofthat a valid affidavit is on Ma for fatal 'p or Iicelzses_ Anew a$davitmust be tilled o each year.Where a home owner or citizen is obtaining a license or permit not related in nay business or eommeroial v (it_a dog license or permit to brain leaves etc.)said person.is NOT jtq�to complete this affidavit The Office of Iny�stig3°7s would ltloe to thank you m advance for your coapeaafi°n and shouldyon have any quEsfions, please do nothesitateto givers a call- The geparf =ea ad&zss,thlephone and fax nlmmber_ 1 Q lnvagtka LOL= c o-nz MA CdIII Ted.4 — -4-�cmt 496 car 14 IL �A� Fax 617`27 7M Ravised424--07 .maSg-gP q i3 /Y/10 { r 1 _ , � ' � � ` � ' \ . _ , . � �, r, C �' � 1 ;y Town of Barnstable Building Post�Th+s CardSo That+t,is.V+s+ble From>the Street Approved Plans Must be Retairedon Job and th+s Caid Must be Kept ' Pos163 ted�Unt+lFinallnspect+on Has Been Made 5 r earl Whe Permit rea Cert+ficate'of Occupancy+s Required;such Burld+ngshall Not be Occup+eduntdaF+nal Inspection has been made Permit No. B-17-3544 Applicant Name: CAREY,JAMES N ESTATE OF Approvals Date Issued: 10/30/2017 Current Use: Structure Permit Type: Building-Deck Expiration Date: 04/30/2018 Foundation: Location: 1413 FALMOUTH ROAD/RTE 28,CENTERVILLE Map/Lot 229-089 _ Zoning District: RD-1 Sheathing:' Owner on Record: CAREY,JAMES N'ESTATE OF i Con tractor�Name Framing: 1 �N Address: 1421 FALMOUTH ROAD Contractor L+censer , 2 CENTERVILLE, MA 02632 �' Est Poject Cost: $5,000.00 Chimney: Description: 10'x16'deck Permit Fee: $110.00 Insulation: Fee Pa+d.` $ 110.00 Project Review Req: ' Date 10/30/2017 Final: Plumbing/Gas Rough Plumbing' g � Z Building Official Final Plumbing: r This permit shall be deemed abandoned and invalid unless the workauthonied by th s permit is commenced within sixm�onths afterissuance. Rough Gas: All work authorized by this permit shall conform to the approved application andhe tapproved construction documents;#or which this permit has been granted. All construction,alterations and changes of use of any building and structures�istial}Igbe in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street oc road and shall be maintained open for pu61+c+nspect+on for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by¢the Buiidingzind Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: a 1.Foundation or Footing £ Rough: 4... 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00 Parcel D� Application # Health Division W Date Issued /0 -1;V/7 AW Conservation Division Application Fee rn Planning Dept. 00 G Permit Fee . Date Definitive Plan Approved by Planning Board Historic OKH Preservation/ Hyannis - y Project Street Address � A Village Owner / `" Address Telephone Permit Request +C7 .s /O T Square feet: 1 st floor: existing 760 proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Multi-Family (# units) Age of Existing Structure I ' Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other __ Amed Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes W No Fireplaces: Existing J—New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - - - -APPLICANT INFORMATION_ _ (BUILDER OR HOMEOWNER) Name Ciro > 0 S, j'A Telephone Number i Loz- / 49 Address / / r �' License# Home Improvement Contractor# Email ITV W CO 910V 009 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY t APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION �X FIREPLACE ELECTRICAL: ROUGH FINAL 'f PLUMBING: ROUGH FINAL E GAS: ROUGH FINAL FINAL BUILDING k DATE CLOSED OUT ASSOCIATION PLAN NO. The Ca amFeah*qfM=MM&zMd& Bin,HA.02HI 11V PMMOMgOr/F Q AppHcantIufhr=affiu PI.MSB Print v � .Nam 0 8 CP r N 97) Phcme ik S03 Are you an emgllayer?Qreck.the apprupride ban Type of project(re4vired). I.❑ I am a employer. 4. [ I Est a ge. rM El canfmci and I 6. New waft * imelthedtire constuctim 1 am a sole CfEdFD abdfor pa atme- listed ea the attached s 7- ❑Re— deling . 2.0 I am a sale gsopFietc€arpsrtner- • Thesesdb-� . ship and have no� 9- []Demolition makiag forme in any rapacity_ emp"andhave worms g- ❑Suildmg addition END wodm 3`'camp.+cncrtrxnra CAP- -1 5. ❑ We are a cmpozafien.and its 16-0 E1ecfical repairs dr adcEtaons 3.❑I ama homeowner doing all VD& oT=m hmm arc iwd their 11-Q Plumbingrepaus or adcSiions myself[No warken' TiOL of es .Du per MQ. 12- Roofrxr immm=requimd..]E c.M¢I(4k andwe hwee no 0 eM71agees.1K0 13-0 o fiw i camp_ u gmre&] '�IIY�FF �c�er�s�as�l mast els¢fiIlaa�li��aUebw �eir�vodcexs'mmpe�iiasp�cyi�Cms�tm suit elmsEEdnimim gpepRMz*gsg Emil&MbimGU%idece*s �tmff=d anewaffid�st >sac$- 'ffmt�e-I fl-c 6mc nmst wed Ea sMiff s 7 sheet s'6aortng them of tlia sumac 4ud ststavdmflm ar=Ihm eafi4eshxm .7ftt� hatiees,ffiep�stgnluiae�nc aoc�.s'�P-P��� lam an arrtplaPsr fiiatis prauidurg warkers'evarpensmtion h1=rarms jar my eMPLUW& Se&W is t9Ie pV&7 alai jab srfis �,jorzaafroa _ irS .M MCompMYNazue: - PDficy�m Self-sM&Ii Job Me A&m= ���;1 �/.��1'1')�7G11� /�( CitglBtafieE, p: APY Attach a cuff a£the warkexe compensation policy duration pap(showing the policy-number and erpiratioa date). Failure to secs caveEage as requiredunder Sergi 25A o€MGL c.152 cau Ind to Sze imposition of csimimal penalties of a fine up to$L 50D OQ aadfar one-gearimprismmen,as well as civil penalties m fe fa=of a STP WORK oRDI Rand a Kne of up to$25Q.Dit a day against ffie vioLdar. Be whiwc€ffid a copy of ffiis sb&emeatt maybe fiuwwded to tine Office of Investtafibm ofthe DIA for covemge v I do hemby under$ca Pa ins psnaIfres epajWy the tha i�arnzatbaprvp&W ahmw is flag and ccrrerat simmuftaii NA Date: lobbI17 a,ftial me ate. 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I t1.1 s. •rra • .■rf:I• Y.Ia.1i�■ al a..l■.•r1 .• n NI n so•'■ a■- •' •t •• ■�a 1• as :..■ r:n. u •• n.t ■ :51•. •1 a 1 7 to 1nn1 ■rsn If a rra ■ G■a.-All nu . i71 r■ •u .• r:• ��■r _ ••n ■••f r n wts ira ■•r_■nro rr. .l .— mine 1 ■• :n�a n .n .•Yu�.w • ►•m■•r w. •rnm ■a• rqs ■ •ilnl 1 /a ■ .a ••:a. ■.+s.•n O �a■u ra n roan :. ■11 �■■. t ■ O lit • ■ •.+■•:n al. ••■■if. to a■_n. ••1 .a :••_n r. 1p •n r••■r a■n■ :n• a.■ a •.• l_ •" .n •■a.•m • •• a■ ■Y1rn u J• ■I. r 1 �a- Ewa w1n :■rl w r r.■n■ :ft■ r_►. nnn■r ■_ r�lrnr r_r -: to r �:wvs r a�.,t.. lair . • :oln= : • 111113 - r � �Ilcat ' i• a i ' b ' `■ t .r. •. • OW i oA u r. {� E I, . � ' }„ � l / � �� � 4 f t ~ � ! r E - -- AWC Guide to Wood Construction in Sigh Wind Arens:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)......................:..,.......................................I.................................................110 mph WindExposure Category...............................................................................................................................B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories _<2 stories Roof Pitch ......(Fig 2)........................: ' MeanRoof Height ..............................................................(Fig 2)................................................._ft <_33' BuildingWidth,W...............................................................(Fig 3)..................... - , Building Length,L ...(Fig 3 ' 2.........................•. ( 9 )........:..................................•....._ft s80 Building Aspect Ratio(LNV) .(Fig 4)................... 5 3:1 .............................................. ........................... Nominal Height of Tallest Opening ..•..(Fig 4)................................................. ' ° ...................... s 6 8 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...........:.................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................:.....................:................................................................................. ConcreteMasonry.......:...............................................:............................................................ 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................••• ........... ........(Table 4)................................................ in. ... Bolt Spacing from endfjoint of plate-..........•.•••.•... •.•••••(Fig 5)..................................... in.5 6"—12" Bolt Embedment—concrete........................................(Fig 5)................................................._in.Z 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>15 PlateWasher.......................:..... .................................(Fig 5)..............:................................k 3"x 3"x%." 3.1 FLOORS Floor framing member spans checked.................:....:........(per 780 CMR Chapter 55)................................... .. Maximum Floor Opening Dimension....................................(Fig 6)................................................ _ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ............. . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig 7).:................ ............................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..:..............(Fig 8)..............:..........:.......................... ft 5 d Floor Bracing at Endwalls...................................................(Fig 9).................................................................... . Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................... Floor Sheathing Thickness .....:........:.................................(per 780 CMR Chapter 55)......................: in. Floor Sheathing Fastening...................................................(Table 2)..._d nails at in edge/ in field P.. 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................—ft 519 Non-Loadbearingwalls.................... .........(Fig10 and Table 5 ' ,......... ).........."................—ft 520 Wall Stud Spacing ..........................................................(Fig 10 and Table 5)........:........ _in:s 24"o.c. Wall Story Offsets ...................... ..... ......................(Figs 7&8) ................................ .. _ft 5 d 4.2 EXTERIOR WALLS Wood Studs Loadbearingwalls............................................................(Table 5). ............................2x - ft in. Non-Loadbearing walls................................................(Table 5)..............................2x_-_ft , in. Gable End Wall Bracing Full Height Endwall Studs.................:..........................(Fig 10)..............::..........:................:.......::............: WSP Attic Floor Length........................................•.........(Fig 11)................. .......:..................... . , ft zW/3. Gypsum Ceiling Length(if WSP not used)..................(Fig 11)...................•........................ ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).......................................•.. :......... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate J Splice Length .......................................................(Fig 13 and Table 6). .......... ............... ft Splice Connection(no.of 16d common nails) .........(Table 6)........................................................... { AWC,Guide to Wood Construction in High 1IndAreas:110 mph Wind Zone ' Massachusetts Checklist for Compliance(78o cmR 53oi.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9)............................,......_ft_in.511' SillPlate Spans ........................................................(fable 9).................................._ft_in.511' Full Height Studs no.of studs ....................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans........................................................... (Table 9).................................._ft_in.512' SillPlate Spans..........................:................................(Table 9).................................._ft_in.512 Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... s 6'8' SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)..................................................... _ Percent Full-Height Sheathing able 10 % 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2........................................................................ SheathingType.............................................(note 4)...................................................... Edge Nail Spacing............:............................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................— Percent Full-Height Sheathing.......................(fable 11)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ............................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12).............................................L= Of Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker.........................................(Figure 20)............._ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14). ...... ...............................U= lb. Lateral(no.of 16d common nails). .(Table 14). ............................. .......L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............. Roof Sheathing Thickness..........:........................................... j................................_in.Z 7/16'WSP RoofSheathing Fastening...........................................(Table 2)....................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure'18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be.a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Nigh llndAreas:11O mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: L Panels shall be installed with strength axis parallel to studs. I All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -VAMnos WSMON FWAMUSEWMAKS ATs'o m 1 11 11 11 1 i • 11 1l 11 O j.t of.if F 1 R if IF t2 II 11] it ii$ ad. d I W 1 L 4 it it gpp c . Ic li it W j trr�j II 11 f- I p I1 1 t'3t 1 11 I ' • 1 ll .���� -J I 4 tJALSpACpW3 PAflf@_ � � • See Detail on Next Page -Vertical and Horizontal Nailing for Panel Attachment 4 AWC Guide to Wood Construction: in High end Areas:11 D mph FrInd•Zone ' Massachusetts Checklist for Compliance (7sa CMR 5301.2.1.1)1 19 r ,�. r ' i Ir r� r 1 FRAMING MEMBFM 1 ► EDGE MT0.TE ► r r ► STAGS •t<ArJ UM PATTMM PAMM PO EDGE DouEuNAIL®6ESPA=r.DETAL Detail Veltioal and Horizontal Nailing for Panel Attachment 1 AWC Guide to Wood Construction in High Wind Ar.eas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 53011.1.1)1 F FAQ*: WFCM Ched di Q st Question: I understand if a new home is built in a town in a iio mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM Y oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of ` the BBRS. 1 I Town of Barnstable Building Department Services ` KAM Brian Florence,CBO 163 ! � Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I —,as er of the subject property , hereby authorize to act on my behalf, in all matters relative to work authorize by this building p t application for. (Address of Jeb) / **Pool fences and alarms are the respo sibility of the applicant. Pools are not to be filled or utilized efore nce is installed and all final inspections are performe nd accepte . Signature of Own Signatur of Applicant Print Name Print Name Date ' Q:FORMS:OWNERPERMISSIONPOOLS Rev:08/16/17 Town of Barnstable Building Department.Services . Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:— JOB /� off / /� �f /� n n JOB LOCATION: / /I� /eJ,���o 6 j8 . l"��/1,,�f��,�,/1' number street village ' P V C, "HOMEOWNER": 0 8- / 5- //? name home phone# work phone# CURRENT MAILING ADDRESS: f2AMA Rd. ebwwllp mm city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buil ft permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILESWORMS\building permit formAEXPRESS.doc 08/16/17 .r coo W r LOT B 1 B0.00 SH LOT A N/F 17.700 SF WORRELL 1 STY .CAR S2 1n # 3 1 o ; LOT 4 o ' 81.06'e 1 15 FALMOUTH. ROAD . (ROUTE 28) CERTIFICATION TIIEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING, FOUNDATION OR �L ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED (WITH RESPECT TO .R IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS:GENERAL FLOOD DETERMINA TION FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUI' NATIONAL FLOOD INSURANCE PROGRAM. Or Olde Stone Plot Plan Service, LLC �. NEIL -y �r P.O. Box 1166 KEG.LY Lakeville MA. 02347 ;� 3W� Tel: (800) 993-3302 Fa.: (800) 993-3304, . � � an instrument survey. The structures as shown are approxima a on y. An instrument survey wilding locations, encroachments, property line dimensions, fences and lot configuration and "hp lanri ac shnun is hacari on rliPnt fiirnichpd infnrmatinn only or accpccnr'c man 9 13 Legend o ♦ ♦ ; � k ,• � . . � ..�'. r_ 0 Parcels -- Town Boundary '229096— r -- - Railroad Tracks #•228 .�_�___ - -- 0 Buildings w- rF!'RD i Ft f 28r .. � �4£ 3 _��-- --' —Painted Lines Parking Lots C1 Paved Unpaved Driveways E3 Paved s� :F 0 Unpaved �S Roads 0 Paved Road t 229089 ❑Unpaved Road •;;;; "r ®Bride #1413 229088001� e 229105 �......?. i� #7 229087 13 Paved Median #143 —Streams f #1379 Marsh 157 -209023 13 Water Bodies 229118 2.29086 #36 #1359 ti 229104 ' #`1425 229106 -- 229088002 0 130 229090 #2i G #1421 209056 r 4 . . 229094 #118 229088003 209073 229107 ~`'� e & #90 #117 Map printed on: 9/25/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are - 1 Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026o1 O 83 167 0 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ``I Map 0 I Parcel Application # ® IS J�� Health Division -,. Date Issued,- - Conservation Division_ DIU Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board `r's tI . @Y— PCB- I'` Historic - OKH _ Preservation/ Hyannis Project Street Address -0/3 h lm A R C Village ' Owner / f (, Address �TD�� FRIA'10r � Telephone' ���� � � Permit:Request s- 01 40 reO OAW5 Square feet: 1 st floor: existing o proposed 2nd floor: existing �p proposed Total new Zoning District Flood Plain /YO Groundwater Overlay -- Froject Valuatio _Q W P0 Construction Type Lot Size o 7/ / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family W( Multi-Family (# units) Age of Existing Structure / S Historic House: ❑Yes [� No On Old King's Highway: ❑Yes dNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other 510b Basement Finished Area (sq.ft.) VA Basement Unfinished Area (sq.ft) N A Number of Baths: Full: existing___ new Half: existing new Number of Bedrooms: existing _new Total Room Count (not.including baths): existing _new First Floor Room Count O Heat Type and Fuel: ❑ Gas ❑ Oil Electric ❑ Other Central Air: ❑Yes m No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ® No Detached garage: O existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded ❑ Commercial ❑Yes 2(N0 If yes, site plan review# Current Use A/MP Proposed Use APPLICANT INFORMATION ,c (BUILDER OR HOMEOWNER) Name A S0Telephone Number Address -/ 6 /,�fn'010 License# pw)/Pro Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7��0 �Q/1/� —�.r, SIGNATURE �DATE �C� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER C DATE OF INSPECTION: FOUNDATION 3 16 4/ 4t.,e= FRAME - V(iiL7U INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 3 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. " Town ofBarnstable �TME Regulatory Services o Richard V. Scali,Director MR BARNSTABLE. ; Building Division r BARNSTABI;E MA &1639. A �. w"xsre�•axrtmn�•conm•xr4x"is 1 Thomas Perry, CBO 1639-2014 ""=°""="°E �ArED"APr Building,Commissioner 200 Main Street,`;Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 21, 2015 Christine Carey 1425 Falmouth Rd. Centerville, MA. 02632 RE: 1413 Falmouth Rd., Centerville, Map: 229 Parcel: 089 Dear Property Owner, This letter is in response to application number 201505502 submitted to renovate the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) The construction documents submitted are incomplete and do not show compliance with 780 CMR. Specifically, framing plans are needed showing all provisions to meet the minimum standard for structural.integrity. Please do not hesitate to contact this office with any questions. Respectfully, *Jre . Lauzon Local Inspector jeffrey.lauzon(Ltown.barnstable.ma.us (508) 862-4034 o� t r- • a♦ I, JAMES N. ,CAREY, JR. , o'f 48 Eastwood Lane, Barnstable (Cotuit) , Barnstable County, Massachusetts, being of 'full age and sound mind and appreciating the uncertainties of this life, declare this to be my Last Will .� and Testament, hereby revoking all other wills,, codicils or other testamen- tary dispositions heretofore made by me. After the payment of my funeral expenses and charges of administration, y I give, devise- and bequeath as follows: FIRST: To my wife, CHRISTINE ,S. CAREY, of 48 Eastwood Lane, Barnstable (Cotuit), Massachusetts, all the rest, residue and remainder of my estate, whether real, personal or mixed,. wherever situated, or to which I may be entitled,• or over which` I may have the, power of.appointment. at the time of my decease. SECOND: If my wife predeceases me, twenty (20%) percent of the rest, residue and remainder of my estate,` whether real, personal or mixed, wherever situated, or to which I maybe entitled, or .over which I may have the power of appointment at the time of my decease, to my-stepdaughter,, SHERRI KATHRYN- ELIZABETH GOODWIN, of 48 Eastwood Lane, Barnstable (Cotuit), Massachusetts, ' or, if she has predeceased me, ,to her issue by right of representation. If she has predeceased me without leaving issue, her share of my estate shall pass r equally to my 'sons living at the time of my death;, .provided., however, that. if any one of them has -predeceasedme leaving issue, his issue' shall receive such.,share by right of rrepresentation. THIRD: If my wife predeceases me, twenty (20%) percent Of the rest,' ; ix residue and remainder of my estate, whether real, personal'or mixed, wherever situated, or to which I may be entitled', or over which I may have the power of appointment at the time of .my decease, to my son, RYAN PATRICK CAREY, of 48 Eastwood Lane, Barnstable (Cotuit),.,Massachusetts, or, if he has predeceased me, to his issue by right of representation. If he' has predeceased me without leaving issue, his share ofPmy estate shall pass equally ,to my stepdaughter and other sons living at the time of my death; provided,, however, that if any one of them has predeceased me leaving'issue, her or his issue shall receive such share by right of representation.' FOURTH: If my wife predeceases me, twenty (207.) .percent of the- rest, residue and remainder of my estate, whether real, personal .or mixed, wherever situated, or to which I may be entitled, or over which I may have ,the power of appointment at the time of my decease, to my son, RORY, MICHAEL CAREY, of 48 Eastwood Lane, Barnstable" (Cotuit), Massachusetts, or, if he has ,predeceased, me, to his issue by right,of representation. If he has °predeceased me without . leaving issue, his share of my estate shall pass equally to my stepdaughter and other sons living at the time of my' death; provided, however, that if any one of them has predeceased me leaving issue, her or his issue shall receive such share by right, of representation. FIFTH: If my wife predeceases me, twenty (20%) percent 'of the rest, residue and remainder of my estate, whether real, personal or mixed, wherever situated, or to which I,may be entitled, or over which I' may have the power of appointment at the time of my decease, to my son, BRENDON JAMES CAREY, of 48 Eastwood- Lane, Barnstable (Cotuit) , Massachusetts,' or, if he has predeceased me,, to his issue -by right of representation. If he has predeceased me without leaving issue, his share of my estate shall pass equally to my stepdaughter and other sons living at the time of my death; `provided, however, -that if any .. oge of them has predeceased me leaving issue, her or his issue shall receive such .share by right of representation.._" SIXTH: If my wife predeceases me, twenty .(20%) percent of the-.rest, residue- and remainder of my estate, whether,real, personal or mixed, wherever situated, or to which, I maybe entitled, or over which I may have the power of appointment at the time of my, decease, to my` son,' JAMES N. CAREY, III, of 48 .Eastwood,Lane, Barnstable (Cotuit), Massachusetts, or; if he has predeceased me , -.to...his- issue by .right of representation. .. If he has predeceased me without leaving issue, his share of my estate shall pass equally to my .stepdaughter ' and other sons .living at the. time of my death; provided, however, that if any one of them has predeceased 'me leaving ,issue, her or his issue shall receive such share by right of representation. . ` t - SEVENTH: I nominate and appoint my wife, CHRISTINE S. CAREY, 'to be the Guardian of the person and property of my minor. children. If she dies, de- clines to serve or ceases to serve as Guardian,• I- nominate and appoint my stepdaughter, SHERRI KATHRYN-ELIZABETH GOODWIN, to be the Guardian of the. person and property of my minor children; provided, however., if she is not . eighteen (18) years of age at the time of my decease, I nominate and appoint my friend, CAROL MITCHELL, . of 57 Eastwood Lane, ,Barnstable (Cotuit) , Massa- - 3 chusetts, to be the. Guardian of the person and property of my minor children. I request that no sureties. be required on the official probate bond of the persons above-named as Guardians'. EIGHTH: I nominate and appoint my wife, CHRISTINE S. CAREY, to be the Temporary and Permanent' Executrix of this Will. If she dies, declines to serve or ceases to serve as Temporary andPermanent Executrix of this Will, I nominate and appoint stepdaughter ' SHERRI KATHRYN-ELIZABETH GOODWIN, to be the Temporary and Permanent Executrix of this Will; -provided, however, if she is not eighteen (18) years of age at the .time of my decease, I nominate and appoint my friend, CAROL .MITCHELL, to be the Temporary and Permanent Executrix, of this Will. I request that my Temporary and Permanent Executrix be exempt from furnishing surety or sureties on her official bond as such fiduciary. I give my .said fiduciary all, the Statutory Optional Fiduciary Powers as set forth in General Laws, Chapter 184B. IN TESTIMONY WHEREOF, I, the undersigned Testator, do hereby declare that I sign and execute this instrument as my Last Will and Testament, that I sign it willingly and in the presence of each of two witnesses, and that I execute it as my free-and voluntary act for .the purposes herein expressed, this 30th day of January 1990. am s N. Carey, " ' We, the. undersigned witnesses, each do hereby declare in the resence _ 4 - of the aforesa d''Testator that the Testator.signed. and executed this instrument as his Last Will and Testament in the presence of each of us; that he signed it willingly, that' each ..of us hereby signs .this Will as witness in the presence Y of the Testator, and that to the best'of our knowledge the Testator,is eighteer (18) years of age or over, of sound mind,' -and .under no constraint or undue influence. Commonwealth of Massachusetts County of Barnstable Subscribed, sworn !to_, and acknowledged before me by-the said Testator and witnesses this 30th day of January 1990. bert J. onahue, Notary Public r ' •commis ion expires: 4/15/94 - 5 - i George H. Boerger, Esq. BOERGER Audrey LaRowe Nee,Esq. i ` y Mail: PO Box 2827,Duxbury,MA 02331-2827 �'r...�. Office: 459 Washington Street Suite 27 Duxbu6,MA 02332 Telephone: 781-585-2900 or781-934-8200 E-mail: George@BoergerLaw.com •Website: BoergerLaw.com August 20, 2015 Christine Carey 1421 Falmouth Road Centerville, MA 02632 Subject: Estate of James N. Carey,Jr. Dear Tina: Enclosed please find the original Letters of Authority for Personal Representative, and Order of Informal Probate of Will and/or Appointment of Personal Representative along with a copy of Jim's Will. These should be sufficient to establish you as the owner. We should also prepare and file an inventory for Jim's estate. This will be required when you go to sell any property that was just in Jim's name. I-will call you next week to discuss the inventory. If you have any questions, please do not hesitate to call. Best regards, George oerger GHB/aln Enc. LETTERS OF AUTHORITY FOR w Docket No. Commonwealth of Massachusetts The Trial Court PERSONAL REPRESENTATIVE BA15PO266EA probate and Family Court Estate of: _ • . Barnstable Probate and Family Court James N Carey,Jr. 3195 Main Street Also known as: James N Carey ; - PO Box 346 Barnstable, MA 02630 Date of Death: 01/06/2015 (508)375-6710 To: Christine S Carey 1421 Falmouth Road Centerville, MA 02632 You have been appointed and qualified as Personal Representative in Supervised RX Unsupervised administration of this estate on March 11,2015 ate These letters'are proof of your authority to act pursuant to G.L. c. 19013, except for the following restrictions if any: not applicable ❑ The Personal Representative was appointed before March 31, 2012 as Executor or Administrator of the estate. ■ (Do Not Write Below This Line-For Court Use Only) r WCERTIFICATION I certify that it appears by the records of this Court that said appointment remains in f II force and effect. ,IN TESTIMONY WHEREOF I have hereunto set my hand and affixed the seal of said Court. tlf Date March 12,2015 Anastasia W Perrino, Register of Probate MPC 751 (3/81/12) f DER OF INFORMAL PROBATE OF Docket No. Commonwealth of Massachusetts WILL AND/OR APPOINTMENT OF The Trial court The and Family Court PERSONAL REPRESENTATIVEr Estate of: Barnstable Division James N Carey,Jr. 3195 Main Street First Name miciale Name Last Name - Also Known As: Barnstable MA 02630 Date of Death: January 6, 2015 1. A Petition has been filed requesting: Fx The appointment of a Personal Representative. ❑X Informal probate of the Will dated January 30 1990 and codicils a e ates of the above named decedent. 2. Upon consideration of the Petition,I determine based upon the Petition that all of the following are true: a. The Petitioner is an interested person and has filed a complete and verified petition. b. Venue is proper. c. The Petition was filed within the time period permitted by law. d. Any required notices have been given or waived. e. A death certificate issued by a public officer is in the Court's possession. f. The spouse and heirs are not incapacitated persons or minors;or if they are,they are represented by a Guardian or Conservator other than the Petitioner. APPOINTMENT OF PERSONAL REPRESENTATIVE 3. ❑X The appointed Personal Representative has priority entitling that person to appointment,with or without appropriate nomination and/or renunciation. Any Will to which the requested appointment relates has been formally or informally' probated. The following person(s) is/are qualified to serve and is/are appointed Personal Representative(s): First Name La st Name First Name —lOf Last ame . (Address) (Apt,Unit,No.a c. (Address) (Apt,Unit,No.a c. (City/Town) fate ip i own) ate - Zip) Primary Phone#: Primary Phone#: INFORMAL PROBATE OF WILL 4. FR The original, properly executed and apparently unrevoked Will is in the Court's possession. The Will dated January 30, 1990 and any codicils dated ate a es are referred to as the Will. There are no known prior Wills which have not been expressly revoked by a later instrument. The Will is admitted to informal probate. ❑ An authenticated copy of the Will and any codicil and statement establishing probate in the State of are in the Court's possession and are offered for informal probate. , A TRUE COPY a ATTEST MPC 750(3/19/12) REGISTER page 1 of 3 Docket No. ;,te of: : James N Care Jr. i Name Middle Name as Name ❑ A duly authenticated copy of the Will and a duly authenticated certificate of its legal custodian_ that the copy filed is a true copy and that the Will has become operative under the law of is offered for informal probate. 5. The appointment is made: -7$�- � without surety on the bond. ❑ with personal surety on the bond in the amount of ❑ with corporate sureties on the bond in the amount of 6. FXJ Letters of Authority for Personal Representative shall issue. The Personal Representative(s)shall comply with all relevant requirements under the law and the appointment is subject to termination as provided in G.L. c. 1903, §§3-608-612. Date A Gcr-C ❑ Justice 03,4agistrate The Petition is DENIED/DECLINED because: ❑ This or another Will of the Decedent has been the subject of a previous probate Omer. ❑ Persons with prior or equal priority have not renounced or nominated the Petitioner or his or her nominee. ❑ Notice requirements have not been met. ❑ Other. Date ❑ Justice ❑ Magistrate NOTE: The denial of a Petition for Informal Probate cannot be appealed. A formal proceeding may be initiated P' pursuant to G.L.c.190B,§3-401. If this Petition is allowed the Petitioner must publish an Informal Publication Notice(MPC 551)once in a newspaper designated by the Register. The Publication shall not be more than thirty(30)days after informal probate or appointment pursuant to G.L.c.190B,§3.306(b). A TRUE COPY ATTEST MPC 750 (3/19/12) REGISTER page 2 of 3 ,� CommonxvealthofMasmchusetts • RCOMY of"tal Records and Statistic State Fk# 2015 001115 Q CERTIFICATE OF DEATH # to Femt R;0107012014 PlaaeofDeath EPOCH SENIOR HEALTHCARE OFBREWSTEit, BREWSTER, MA DaieofDvagh JANUARY 06,7A15 Age Q entName �YRS MALE CAREY dR, dAMES N SurnameatBbthorAdoptwr CAREy AKA —. F Binitphrce z CAMBRIDGF, MASSACHUSETTS Residence 1421 FALMOUTH ROAD,BARNSTABLF,MASSACHUSETTS 02632 Race „ VVIM Education Marna Status BACHELOR'S DEGREE MARRIED Oocupat-4hdiatry TEACHER/PUBLIC SCHOOL LastSpouse— t(Sttrrmmeat8 orA tptleaj. bsr Mfil .S.relemn CARBY, CHRISTINE(SCMM NO Ma anal me—I (S4anarneatBirthorAdopow)Fast Wdde Bu ,p ce CAREY, HELM G(COYM MASSACHUSETTS Fath-IP4-OName—Last(& mmeatBinhorAdapd4.FbuMiddle Birthplace CARM, JAMES N(CAREY) RHODE ISLAND Pan L Caw olDWI—b—SegrmuPaUj,lJstimmediateeataetheaanexedeMeatassthenu cm i immetft t�'=(Faulcmdmoa,e,utcu�m dew n�rlyAg tmrrromdramau aarranedro� PANCRFAT[C CANCER b.00 war"*Vammin efot•_ 3 MOS. m HEPATIC METASTASIS aDueromua ¢� 2 MOS. as ILDmmarnoam gMCWcat m V PastA.0 We rsiV#zemucanAiaryrcormi tirgtodearhbrenat tinginrr douse rtfaa»erofDeath: NATURAL 7bne ofDeath: 12:40 AM Resultofinjury: NO C-*ler AUEN MOMMEY,MD Lic#26624 Addr. 69 COUNTRY CLUB DRIVE,YARMOUTH PORT,MASSACHUSETTS 02675 FunerdLiceaseWDesignee CHRISTOPAERG,LUCIANO Lic#50264 z FadUWAddr DOANF,BFAL&AMM VtMERAL HOME,BARNS TABU MASSACHUSEITS ImmeduaeDigtmitio BURIAL n o DateoflmrnediateDirposfdan JANUARY 12,2015 PlaWAMus BERCHWOOD COY, ROUTE 28&STAGECOACH C&AAR—MLA:5 ,`CL rw.1 ROAD,CV4TFRNUTA MASSACHUSETTS 02632 DateofRecard JANUARY 12,2015 DateofAmendlumt .— CLERK, TOWN OFBREWSTER I,the undersigned, hereby certify that I am the Town Clerk of the Town of Brewster, that as such, I have A:TRUE COPY ATTEST: custody of the records of births,marriages, and deaths,required by law to be kept in my office;and I do hereby certify that the above is a true copy from . said records. TOWN CLERK Witness: My hand and SEAL OF THE TOWN OF r 3-CW15 BREWSTER,at Brewster,MA. in 44 " og LOT g LO S v ch so.00° i 1 SH LOT A i qt N/F 17,700 SF j WORRE:LL t � -► t STY t #1413 i o t j �r t LOT to FALMOUTH ROA (ROUTE 28 CERTIFICA TION THEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING, FOUNDATION OR lL ZONING BVLAWS IN EFFECT WHEN CONSTRUCTED(WITH RESPECT TO R IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS.GENERAL FLOOD DETERMINATION FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMU? NATIONAL FLOOD INSURANCE PROGRAM. �1� OF k4e Olde Stowe Plot Plan Service, LLC � NAIL P.O. fox 1166 J. � Lakeville, MA 02347 �-� Igo 35Q36zi Tell (800) 993-3302 .Fax: (800) 993-3304 � . an instrument survey. The structures as shown are approxima a on . An instrument survey wilding locations, encroachments, property line dimensions, fences and lot configuration and i hP land ac chnwn is ha-,pri nn rliPnt fiirnichpd infnrmatinn nniv nr accPccnr'c man 9 t �a Tlie Commorniveaith of-Massachusetts) D,epartimejzt o,flruhrsbial Acciderds Offlce of Investigations " 600.Washi igton Street Boston,AA 02111 wim rnasmgovIdia , Workers' CainpensatianInsurance Affidavit:Bi ilders/ContractnrslElectticians/Plumbers APuficant Inf6rmatian Please Print Le_gib tss city/stagzip- l Ulu PIR 10 O Niphone A S09 �V-�'64' Are you an employer?Checkthe a propriat.box: ' Type of project{required}: I.❑ I am a employer with 4.,❑I ain a general contractor and I employees(full autitoryart-time). * have hired.the sub-contractors 6. ❑New construction 2.( I am a sole proprietor or Partner- t, listed on the attached sheet. 7. gR.emodeling , ship and haze no employees These sob-contactors have g.,❑Demolition Working forme in an capacity. employees and have workers', b y9�. ❑Building addition [No[4r?Il{�[S' comp.insurance Comp.maitrarrCe rewired-] $. ❑ We are a corporation and its 10_❑Electrical iepairs or additions 3.❑ I am.a homeowner doing all work officers have exercised their 11 ❑�Plumbingrepairs or additions myself o ' right of exemption per MGL' � workers i?-❑Roafrepairs = . fnsurancerequired.]T c.152, §1(41 and we have no employees.INOworkers' 13.0Other camp.msumnce rewired.] 'tkay applicauk that checks box 91 must also fill outthe secBoubelow showing their woricen'compensation policy infarnrauon_ Homeownen who subnut this afbdn a imd catimg they are doing all wax sari dim hire outside contractors mast sub=a new affidavit mdicatfng such- =contxactors that check thfs box must attached as additinml suet showing the name of the sub-cis sind state whetbm or not those en ides have employees.If the sub-cont:actms have employees,they mnstprmade their wodten'comp.policy number I arrt an eltepb per flint is prer�ztiirzg tt�orkets'rorrzpensatirrtt irzsrzrazece for ar}�cnPpia}�es Betoiv is flier policy and job s&e information Insurance Company Name: Policy#or Self--ins.Lio.4L Expiation Date: Job Site Address: CityJStatedZip: Attach a copy of the wGrlcers'compensation policy declaration page(shawing the policy number and expiration date). ' Failure to secure coverage as required under-Seztiou 25A of MGL c 152 can lead'ta the imposition of criminal penalises of a fine up to$1,50G 00 andfor one-year imprisonment,as-e1 as civil penalties.in the form of a STOP WORK ORDEKand a fine , of up to$230-00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of � Investigations of the DIA for insurance coverage vet ifcation-' I do Izeraby cetffl,u)tder the pains and penaltirs ofp any,that A info rnza&nprmided abmv is true and carrect_ Signature: Pilane#: Officiai urge natty. Do not ssri&iM this area,to be campleted by city ortocwn'officiat City or Town: PermitUcense# Issuing Authority(dirleane): 1.Board of Health 2.Building Department 1'CitylTown Clergy 4.Electrical Inspector S.Plumbing Inspector 6.Other. Contact Person: Phone#: Information and Instructions ' Massachusetts C *n=sl Laws chapter 152 raq irm all employers In provide woisers'compensation for their employees. Pursuant-to this St Ede,an.employee is defined as."-.every person in the service of another under any contact of bae, express or implied,oral or written:" An e2npIa3'er is defined as"an individual,partnership,associaton,corporation or other legal entity,or my 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,pmtaersbip,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 ma"i tmance,construction or repair work on such dwelling house or oa the grounds or building appi rtmn 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 shalt withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant Who has not produced acceptable evidence of compliance with the insnra n ce.coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its poIific:9 subdivisions shall ' enter into any contract for the performance ofpublic work mitd acceptable evidence of compliance with the inc�nanC�. requirements of this chapter have been presented to the contracting aofhority." Applicaat-s Please fill out the workers'compensation affidavit completely,by checlang the boxes that apply to your situation and,if necessary,supply sub�ntractor(s)nam(--(s), addresses)and phone numbers)along with their certdzcate(s)of insurance. Limited Liability Companies(LLC) or Limited LiabilityPartmerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation inmz nce. 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 eonffimaiion of insurance coverage. Also be sure to sign and date-he affidavit_ The affidavit should be retnr<ned to the city or town tiaaE the application for the permit or license is being requested,not the Department of hn-&astaal Accidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below Self-insured companies should enter their self-fi3m mince license number on the appropriate line. City or Town Officials f 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 confact you regarding the applicant_ Please be sure to fill in the permitlIicense number which will be used as a reference number. In addition, an applicant that must submit multiple pmmitlEcense applications in any given year,need only submit one affidavit mdicating cmrent p olicy inf6nnation(if necessary)and under"Job Site Address"the applicant should Fate"all locations in (crY or town)-"A copy of the-affidavit thaf'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 fle for fmfure permits or licenses- A new affidavit must be filled oist each year.Where a homeowner or cifizea is obtaining a license or permit not related to any business or commercial venture (Le, a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would hke to thank you i a advance for your cooperation and should you have any questions, --please do not heglue Bs a=caIL- — - - The Del arfm enf S address,telephone and fax mmmber: T_ht CGmn2Gxtwealt3:of MassachuszM Depa dment of llidustda Accidents �it�e of�.vesfig�tioxts _ Bostou,MA a� I I I T(,-1,:#617 727-4900 Qxt 4€6 or 1-9 MA SEAM Fax# 617-727 7749 Revised 4-24-07 -Mas"-"gowdia A#V Guide to Wood Construction irk WgIl Hrind,Areas: 110 trrp/r ff?nd Zoac Massachusetts,Checklist for Compli rlCe(780 C`'TIt530T.� Loadbearing Wall Connections Lateral(no.of 15d common nails)............._........:........(Tables .... _- Non4madbearing Wall Connections Lateral(no.of 16d common naiis).._.-...,....._..._....__.(Table e)._.....__.............:_.....:........_......�.. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans . --------------------___........_.._.(fable 9)............_...__.._....... _It fn.511' able 9 , STD Plate Spans ._-........._........:.........._.._.___...._.(T ).............._...:._.........._ft in.511 FLA Height Studs (no.ofstuds)__........_........_..:........(Table 9)..........._....._._..........__......... _.. Non-Load Bearing Wall Openings(record largest opening but check all openings for compftance to Table 9) Header Spans..'..................... pans. ........................:.............::........_...._...(Table 9)_...................._........ ft_rn_51Z' ..._ Sill Plate Spans...._...-_.._.....:._._.r........_................(fable 9)--_---.:..._......_...._...._ft in.9 12 r Full Height Studs(no.of studs)...__....._......._..__........(Table 9)........ ............................... • Exterior Wall Sheathing to Resist Uplift and Shear Slmultaneousty4 - Minimum Building Dimension,W .' Nominal Height of Tallest Opening. :.............. ........ ................:_.. ......... ._..._..=5 6`Er SheathingType..............................:...._.....(note 4)::,.............................._...........-� Edge Nail Spacing................... --.._.(Table 10 or note 4 if less)....................... in. Feld Nail Spacing. ....... ...._._.. ..._....(Table 10)......... :.._. . .._...._..:. in. common nails)(Table 1 Shear Connection(no.of 16d c0)... ......... . ..............................._ Percent Fu1F-Height Sheathing... __....... _(fable 10)................._........_........_............._% 5%Additional Sheathing for Wall with Opening>6'B'(Design Concepts)................. Maximum Building Dimension,L Nominal Height of Tallest Opening ................ ..:.. .. ....................... ••---- 5 BOB . Sheathing Type..._. ..... ....._..(note 4).................._._..................._.... Edge Nail 5 kin .._....... able 11 or note 4 ft less)---.._................. pa g..........._......:......—. (T Feld Nail Spacing....._.---.__..-_.._.:..:_._.:..(Table 11)........._...............____....._.,...... in. Shear Connection(no,of 16d common nails)(Table 11).......... ...................._.. ..... _ Percent FUII-Height Sheathing:.__._.__-_.._-_.:(Table 11)............:.._......_.._._..,:...._ __% 5%Additional Sheathing for Wall with'Opening>BW(Design Concepts)_.........._..... Wall Cladding Rated for Wind Speed?......_.._.._... ......._....__.............._.... ....._........ 5.1 tZOOFS ' Roof framing member spans checked?.:......._:......:..:..(For Rafters use AWC Span Tool,see BBRS Websifa-) . Roof Overhang ........... .......(Figure 19)............._ft 5 smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 12)..............................................U= Of Lateral............................_--.........(Table 12)...._:...._..:........_........._----...L= Of Shear._.........................._._......:.(Table 12)...._........................._..-____.-S= - •Plf Ridge Strap Connections,if collar ties not used per page 21... (fable 13). .. ......................T= plf Gable Rake Outlooker.. ............. .*............'_'.__(Figure 20).............—ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls` -. Y Proprietary Connectors Upid_.........:....:...:..:. ..... able 14 -- Lateral(no.of 16d common nails)-.(Table 14)....................................._L= lb. , Roof Sheathing Type_._.._._....:._-.»_...:..:_.....r_.._...(per 780 CMR Chapters 5B and 59)...........: Roof Sheathing Thickness.; ......................:. ....... .........................._in.z 7116'WSP RoofSheathing Fastening.............................._..........(Table 2)................_.............................-.-........ Notes: •1. This checklist:shall be met In its entirety, excluding the specific exception noted in 2,to comply with the requirements of 7B0 CMR-530121.1 Item 1. If the checklist is met In Its entirety then the following metal straps and hold downs.ara not , required per the WFCM 110 mph Gukde: a. Steel Straps per Figure b. 20 Gage Straps per Figure 11 r- Uplift Straps per Figure 14 d- All Straps per Figure 17 e: • Comer Stud Hold Downs per Figure 18a and Figure 186 2. 'Exception:Opening heights of up io 8 ft shall be permitted when 5%is added to the percent full-height sheathing - 'raquirernents shown in Tables 10 and 11. , -3. The bottom si f plate in ext6dor walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade: ' A FYC-Guide to Food Construction iri High Wind Areas:110 tnph Mind Zone Massachusetts Checklist for Compliance(7so cn-rRs3o Ia.I.I)' m= CDuTlianca 1.1 SCOPE WindSpeed(3-•sec.gust)..».........._...»..»..r...._...__.._..»..»:.»....»....»__......».»..........._.......»....i 10 mph WindExposure Category.....................:_._....---»...__..:.....-.............................._.....................:.._............:._B Wind Exposure Category................Enginsering Required For Entire Project 12 APPtJCASIM Number of Stories(a roof which exceeds B In 12 slope shall be considered a story) stories s 2 stories Roof Pitch_...._ (F9 2) _-_..._.........-....................... 512-12 MeanRoof Height-»..»».»...---......_._............_......._._......_(Fig 2)..................................._-_._—It s'33' Building Width W _ ' Building Length,L .:...-»-----»-----__-.---_---_- ...... (Fig 3)........................_....................._ ft 5 80' Building Aspect Ratio(UW) ...................._......_......._..._..(Fig 4)_ _..._................._............... <_3:1 Nominal Height of Tallest Dpen1ng2 .............. -� .(Fig 4)...................................... 1.3 FRAMING CONNECTIONS General compliance with framing oonnec8ons......._........_(Table 2)..................................................._........ Z1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................:.................................................:.................................. ............ ConcreteMasonry........ ._...»................_.._......_......_...._...........:.._..»_.........._...... 22 ANCHORAGE TO FOUNDATIOW-3 5/8'Anchor Bolts4mbedded or W Proprietary Mechanical Anchors as an alternative in concrete only Soft Spacing-general........................................:.(Table4)..»....»-...........................__ in. Bolt Spacing from endfjoint of plate-_»-------_-.--_»_-..(Fg .............. in.5 6'-12'. Bolt Embedment-concrete._.»....»........._»._......._...(Fig 5)........»..........»_......:_...:....__.. in.z 7' Bolt Embedment-masonry....».....:..» ..._._.»._..._(Fig 5)__....._.t....................... __ in.Z 15' PlateWasher_:....._........».._...»...._--------__._._...._...(Fig 5)..»...._.__._..........................z 3-x 3-x t/' 3.1 FLOORS FloorFraming member spans checked ...__.._..........._....»:(ppr 780 CMR Chapter 55).......... _......._.... .:.....» Maximum Floor Opening Vmenslon-..:..._......»---.__. .. F 6 ' Fug Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.............:......... ......... Mexkmum Floor Joist Setbacks ' Supporting Loadbearing Walls or Shearwall...._........»(Fig 7)......... ,........._..............._.. ft s d Maximum Cantilevered Floor Joists_ Supporting Loadbeadng Wails or Shearwall_.._........_ 8 FloorBracing at Endwa(Ls..»..»..»..........»..-»............».._»(Fig ........._._................._. ft-s d 9)_._.__.._.... Floor Sheathing Type ...-.....................................:_(par 780 CMR Chapter 55).................._:......_...._ Floor Sheathing Thickness.................................._:.' _(per 7B0 CMR Chapter 55)..............._... In- Floor Sheathing Fgstering_............_..........._....................(Table 2)_—d nails at in edge 1_in field ----_4.i__WA_L-LS-- ---- - Wan Height - --- Loadbearing walls.—.--.:..........._»...._._:.............-_.._.(Fig 10 and Table 5)_....... .__ft �10' Non-Loadbearing walls.._........:._..._. .........(Fig 10 and Table 5)........................» ft'SW Wag Stud Spacing .:............ ..........»._(Fig 10 and Table 5)............... kn.s 24'o.c- WallStory Offsets ...._..:....»...........................:.._.:..(Fgs 7&8)_.................................. 5 42 8 CTERIOR•WALLS' Wood Studs Loadbearingicalls:......................................... (Table 2X - ft—in. Non-Laadbearing webs ......:(Table 5)._........:..........._....2x --ft—in. Gable End Wall Bracing Fug Height Endwall Studs..__....__..___-_-_-____-__.Fig 10)_--.__.._................ »......»_......»_....»:....... WSP•Attc Floor Length.___.--._.::..--..»_:...»..-..-.»....(Fg 11)__..._............_.:»._»..»....... ft2:W/3 'Gypsum Gelling Length(If WSP not used)....:._.......»:.(Fig 11)_._...».........._._................—ft;-*0.9W - and 2 x 4 Continuous Lateral Brace @ 5 ft.or-- _(Fig 11)................................_.....__.._.... or 1 x 3 ceding(luring strips @ 16'spacing min.with 2 x 4 blocking @ 4 fL spacing in end Joist or truss bays Double Top Plate splice Length .._....»....:_:»......»...».._...._..».....»..(Fig 13 and Table 6)................. _ft Splice Connection(no.of 16d common nails)........_....(Table _...... ' AWC Guide to Wood Corrstr'action bi Hi�li 1Yinc1.4reas: 110 ntplr Wirrd Zone Massachusetts Checklist for Compliance(79n CIAR 5301.2J:1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nal Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: t. Panels shall be installed With strength axis parallel to studs. H. All horizontal joints shall occur over and be naled to framing. III. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story constructlon, 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 nall spac;ing at'double top plates,band joists,and girders shall be a double row of Bd staggered et 3 Inches on center per figures below:Vertical and Horizontal Nalirng for Panel Attachment S. 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•fioor c)replacement uviridows—.needs energy conservation compliance only(chap.93) 6.Wood Frame Construction Manual(VIlFCM)for 1'10 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. lkrie'rz}iS�•E+ RESiS DN - FilAMD�C MEW MA" Al Ed M H 1• 1 CI ! i on i+lt.� { ► .. 1 � m n g 24 d< .12 1 S1FaE 1 1 11 id - ; - �--1 Id { 1 a__ Ii oolreu=�}• � srnr �Mid. MAJ,SF- } ; WkILPATTE W P,ulEt i'— Z•; PAW—EDGE AOU9LENAIL®GES?AcMDE7RL See Dotal on Next Page ' Vertical and Horizontal Nailing Detail for Panel Attachment Vertical slid Notizanthl Nailing for Panel Attachment TONM of Barnstable Regulatory Services y nsnss Richard V.Scali,Director 4, s63� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 vvww.townbarnstableana,us Office: 508-862-4038 Fax: 508-790-6230 d Y. ' Property Owner Must 'Complete and Sign-Tl i' Sectton ,�.' -If Using A Builder .. I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters-relative to work authorized by this building permit application for: (Address'of Job) '*Pool fences and alarms:are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted.,_ Signature of Owner Y - Signature of Applicant Print Name Print Name Date r, , Q:F0RMS:0w4ERPERMLSSI0NT00IS Town of Barnstable Regulatory Services Q�oF-TMKE rM Richard V.ScaIi,Director Building Division (� Q t 3�3*�'�AT « Tom Perry,Building Commissioner as U :erns �$ %639_ 200 Main Street Hyannis,MA 02601 6 www.town.barnstable.ma_us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE ExF.NBTION •Please Print DATE. TToK a jp number . �HOMEowN�x:, V l.arp �h�isti�P s• *phoneme phone# # CURRENT hLkMJNG ADDRESS: I I Iil#70 D 4; cityhnwn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelling_$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_ DEFT MON 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, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations_ The undersigned"homeowner"certifies that he/she understands the Town ofBamstable Building Department minimum inspection procedures and requilements and that he/she will comply with said procedures and requirements. Signature of Hom Approval of Building Official ~ Note: Three-family dwellings co 35,000 cubic feet or larger will be r ed to comply with the State Building.Code - y �containing a � � �Y Section 127.0 Construction Control HOMEOWNER'S EXERTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section—(Sewn I01�=1.1=T:icensing of constr¢cfion Supervisors)•provided that if fhe homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2-15) This lack of awareness often result's in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast 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. QAWPFII ES\FORMS\bu9dmg permit fag \DTRESS.doc Revised 061313 ® 5 Official Inspection Form "ace Sewage Disposal System Form - Not for Voluntary Assessments imouth Road Assessor's Map 229 Parcel 89 iddress .or Nominee Trust, Judith A Carpenters Trustee ,lame lie MA 02632 March 7, 2014 State Zip Code . Date of Inspedion stem Information (cunt.) tch Of Sewage Disposal System: Provide a view of the Sewage disposal system, including ties ti ,ast two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate re public water supply enters the building. Check one of the boxes below: hand-sketch in the area below drawing attached separately r _ . LOCATIONS —OF SEPTIC COMPONENTS —DISTANCES IN DECIMAL FEET A B ' l 41.5 30 t 2 44.5 17 3 65 33 508 364-08.94 0 VERFL O W PRIMARY , CESSPOOL -2 fA TEA LINE -- y . OVERFLOW Y CESSPdbL C I s, LOT g w _ I g0.00, 1 I SH LOT A 1 q l N/F 17,70t3 SF WORRELL { t ! S 1 STY { #1413 r J LOT 4 15 FALMOUT { ROAD (ROUTE 28) CERTIFICA TION THEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING, FOUNDATION OR 1 L ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED(WITH RESPECT TO R IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS.GENERAL FLOOD DETERMINATION FALL WITHIN A SPECIAL,FLOOD HAZARD ZONE AS DELINEATED ON A,MAP OF COMMUP NATIONAL FLOOD INSURANCE.PROGRAM. OF Olde Stone Plat Plan Service, LLC !� NEIL P.O. Box 1166 1 KELLY Lakeville, MA 02347- Tel: (800) 993-3302 Fax: (800) 993-3304 an instrument survey. The structures as shown are approxima a an y. n instrument survey wilding locations, encroachments, property line dimensions, fences and lot configuration and 7hP !anti ac ghnwn is hasari nn rliPnt f irnichpri infnrmntinn nnly nr accaccnr'c man 9 Perry, Tom To: jud carpi nter Cc: rm ligan� kinlingrow .com; o -FiQbin Subject: RE: renter prope - at 1413 almouth rd. u Judy, Thanks for allowing me to view the property at 1413 Falmouth Rd,Centerville.Given what I observed and the documentation that was supplied this property in my opinion is a pre- existing non-conforming residence containing a main house with an accessory apartment attached to the garage structure.The age appears to be from when this house was constructed in the 1940's. Thanks,TP --Original Message----- From: judy carpenter [mailto:capejudy@comcast.net] Sent: Friday, April 04, 2014 12:25 PM To: Perry, Tom Subject: rental property at 1413 Falmouth rd. ' This is my request for you to send meta copy of your approval declaring that the apartment attached' to the garage at 1413 Falmouth Rd. , Centerville,MA. I appreciate you coming to the property. Judy Carpenter (508-428-9208) f CENTERVILLE-OSTERVILLE-MARSTONS MILLS WATER DEPARTMENT PO Box 369-1138 n%in�sT ' ENN S T OSTERVILLE,MA 02655 5 WWW.COMMWATER"COM? k , _� OFFICE OF BOARD OF WATER CO1v missIONERS WATER SUPERINTENDENT Tel 508-428-6691 u C Tr'+P1``�`$ Px 508-428-3508 wo DEPT. y ws�` Via email October 9, 2015 Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: 1413 Falmouth rd. route 28 —Centerville- garage/studio Dear Mr. Perry: Please find this letter as notice of no water service to the garage outbuilding located at the above residence. Should you have any questions please call. Sincere y, Craig A. rocker Superintendent Cc: tinacarey2000@gmaii.com David A. Reynolds, Electrician Hyannis, MA 02601 License # 20725 !,1 -� Town of Barnstable Building Dept. " Main St. t Hyannis, MA 02601 7-0 I have viewed the properties located at 1413 (Units A& B) Falmouth Rood, Centerviluu, MA ' The Main House known as Unit A has one electrical cable from the street to the Main house which has 2 meters, one for each unit. The line extends down the building A and then travels underground to Unit B (Garage/Studio). y� d13Cvr�B I have disconnected the power source to the Garage/Studio (Unit B) by the meter, so the work of renovating Unit B can be completed. Eversource gave me permission to disconnect the power to unit B. I will be conducting the electrical work at this property as it progresses. If you have any further questio ase call me at 508-367-0308. avid Reynol s, Elec an License #20725 f. A nationalgir .. S t`5 4A 9 P d tTj F October 16, 2015 Attn: Tina Carey RE: 1413 Falmouth Rd. Unit B. Centerville, MA This letter is to notify you that there is no live gas service located at 1413 Falmouth Rd, Unit B, ` Centerville, MA. - If you have an questions, please feel free t y y q _ o contact;me @ 508 760-7463., Thank You, Sarah Brillant Gas Customer Fulfillment National Grid 127 Whites Path S. Yarmouth, MA 02664 Tel #:508 760-7463 Fax#:508 394-5019 " 4+ r, Cr. 0 LOT g 2 va z 0 sH LOT A N/F 17.700 SF l�j WORRELL 1 STY _ I #1413 i r Ia LOT 4 81.06' I I FALMOUTH ROAD (ROUTE 28) CERTI FICA TION THEIR TITLE INSURANCE COMPANY THAT THE MAIN BUILDING, FOUNDATION OR �L ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED(WITH RESPECT TO R IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS. GENERAL FLOOD DETERMINATION FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUr NA"rIONAL FLOOD INSURANCE PROGRAM. OF Olde Stone Plat Flan Service, LLC �y NEIL F.O. fox 1166 `�; ELLY Lakeville, MA02347 0 N�35036 Tel.. (800) 993-3302 Fax: (800) 993-3304 an instrument survey. The structures as shown are approxima a onify. hn instrument survey wilding locations, encroachments, property line dimensions, fences and lot configuration and "hp land as, ahnwn is hacprl nn r•tipnt fnrnichprl infnrmatinn nniv nr accpccnr'c man P. SMOKE DETECTORS REVIEWED / OWT,01-I!BUILDING DEPT. DATE FIRE DEPARTMENT DATE INSULATION DETAIL BOTH SIGNATURES ARE REO 1 E R l z FLASHING PER SECTION R703.8 ^t 2 e ` e+� INSULATION PROTECTICN PER SECTION R403.3-1 a SLAB ECTJONI-G OUR4 OUNDATIO OOR PER SECTIONS R403.1 AND R506 SLOPE FINAL GRADE PER SECTION R403.3.2 D 12 IN-MAX '///\\\` \\\////.` j • � 1i � .. 121N.MIN. ' •�///\\\` ( --° eo•a e••_ oo e o e e e -0 \\\`//// NOMINAL 4 IN.SCREENED AND VERTICAL WALL INSUAATION' WASHED GRAVEL OR CRUSHED STONE DRAINED PER SECTION R403.3.2 HORIZONTAL INSULATION' >� ) 1 HORIZONTAL INSULATION PLAN .......... .................................. .......... FOUNATION = rr7 PERIMETER Ic oF naassq�yG .......... .................................. .......... .......... ...... . . . .. ... .......... e A IF-a-'I Cl)D�uR�1 rn C �g774 ¢ For SI: I inch=25.4 mm. ' 0 Q4Q, a. See Table R403.30)for required dimensions and R-values for vertical and horizontal insulation and minimum footing depth. AEGISZ��C> FIGURE R403.3(1) SS10NP� INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS4 TABLE R403.3(1) �j �•� MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDING MINIMUM HORIZONTAL INSULATION HORIZONTAL INSULATION DIMENSIONS 1 FOOTING VERTICAL R-VALUE`•° ! PER FIGURE R403.3(1)(inches) { AIR FREEZING i DEPTH,0 INSULATION INDEX ff-days)°' (inches) R-VALUE`•a _ Along walls At Comers A B C _ --.—.—.--._ 1,500 or less 12 4.5 Not re wired Not required Not required Not required Not required I — -- = -- - - -- I COTTAGE REPAIRS MICHELE CUDILO, P.E. Consulting, Structural Engineer CARE 1v RESD. Centerville. Massachusetts 02632--1979 (508)771-7601 Drawn By. MC Date: 09/23/15 1413B ROUTE 28 . Drawing MA scale: As NOTED Rev. 0 S K— 1.1 Centerville, • File-Name:CAREY Project No.2015-211 f r _ 1 3 . 10 Tr s. P�NOF MAssycy o(p j MCG II.O t m p $jIR O.3477A Ofl RFGISNEQ��? O FSStON%X-� COTTAGE REPAIRS WliELE CUDILO,. P.E. CAREY RESD. Consulting Structural Engineer Centerville, Massachusetts 02632-1979 (508)771-7601 Drawn By: MC Date: 09/23/15 B ROUTE 28 1413 DrawingScale: AS NOTED Rev. 0. Centerville, MA SK-2 File Name:CAREY Project No_2015-211 I - _ VP 0 �► Z 5` o MiCNELE GJ, CUDlLO `o C� iSTRUGTL SAL 0 No 34 0 9FGIST6����' ��SSfOmPOL COTTAGE REPAIRS MICHELE CUDILO, P.E. CAREY RESD. ConsultingStructural En ineer Centerville. Massachusetts 02632-1979 508 771-7601 4 Drawn By: MC Date: 09/23/15 Drawing 1413B ROUTE 28 Centerville, MA sale: As NOTED Rev. 0 S K_ 1 File Name:CAREY Project No`2015-211 GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1; FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter,12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi;E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per--750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. Ix6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-1411-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. 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"a .° ti� y. d -----ate Ov VIA Gv � JNWIW83d 80d 032lnom 3&v saunmots H108 3#a 1N3WlNVd30 3211d 97VZJ7714-07 6-,VFW -� 31t/a 'ld3a JNioiin9 dMfi a3M3U13N SNO133130 3)IOWS /f 3 �/h Jai /2za-.P,-" 0� ;a ree,, w►y[I � 1 V° Al-feV Shea, Sally From: Grossman, Michael <mgrossman@commfiredistrict.com> Sent: Wednesday, March 29,2017 4:11 PM To: Franey, Patrick; Shea, Sally Cc: Shea, Sally Subject: 1413 B Falmouth road Centerville 1413 Falmouth Rd. passed smoke/CO inspection on 3/29/17. Mike Sent from my iPad f f �i ` .. ••, Off' �V ��� v P PERMIT Town of Barnstable *Permit t 01 ti tr+F r� Expire 6 months from issue date 08 Regulatory Services F r To i Thomas F. Geiler, Director 019. STAgLE Building Division prfD►rW't a Tom Perry, CBO, Building.Commissioner 200 Main Street, Hyannis, MA 02601 www:town.barmtable.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 v 8� Property Address ❑1 Residential Value of Work fee of$25.00 for work under$6000.00 /Owner's Name&Address `� i+� `�0 0A I.-I,r•-, Contractor's Name R r ��z�✓ r Telephone Number Home Improvement Contractor License# (if applicable) FWorkman's Compensation Insurance Check one: I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name -7r k+ L/-r /.a ir-5 Workman's Comp. Policy# �12 31-6,? Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e. Historic,Conservation,etc. 'Note_: Property Owner must sign Property.Owner Letter of Permission. A copy of the Home Improvement Contractors License-is required. SIGNATURE` � MID CAPE ROOFING 11 RUSSO ROAD WEST YARMOEJTH,MA 02673 508-775-3799/508-385-8801 Barry Merrill Paul Merrill Job Site Address Mailing Address Name Name Street/` 13 Street City Ccw v I G I O,v., City Telephone Telephone We hereby propose to furnish all the materials and all the labor,necessary for the completion of. roof replacement of the dwelling at the above address. Mid Cape Roofing proposes to remove and dispose of the existing roof. The roof will be replaced with 30 year certainteed woodscape Shingles. Aluminum drip edge will be installed along the gutter line. Ice &water shield installed on bottom edges to protect ice back up. 15 pound felt paper will also be applied. The shingles will be installed using 11/4 inch roofing nails. New vent collars will be installed as needed. Ridge vent will be installed along the ridgeline of the roof to provide proper venting of the attic space. Certainteed warrantees the materials for a period of 30 years. Mid Cape Roofing guarantees the workmanship for a period of 10 years. All walls and landscaping will be protected from damage;the property will be raked and cleaned of all debris. All material is guaranteed to be as specified and the above work is to be performed in accordance with specifications submitted for above work and completed in a substantial workmanlike manner for the sum of.. $6a,5-0® .00-All discounts have been applied. Payment-made as follows: Deposit of- $ .00 the day the job is started and remainder to be paid on completion. Any alteration or deviation from the above specifications involving extra costs will become an additional charge over and above the estimate and will be discussed with the homeowner. Respectively Submitted by Mid Cape Roofing NOTE: This proposal may withdrawn by Mid Cape Roofing in not accepted within 30 days. Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. Mid Cape Roofing is hereby authorized to perform work as specified with payments made as outlined above. P I Acce ted: ,' Board of Build' I uildin g Regulations and HOME 14, Standards„ iG r �,.ROVE C ( .., Registrations CONTRACTOR { EX ' 108615' "t m p�raElo 720/2008 ' q BARRy MERRI �I � Ype tntliwdual ! Bar rY Merrill V Sku ad\� s r,. 1 nkhet`Ro F J s:J Cegtemlle rMA 02632 s U. x t� sry N' License or registration valid for mdividul use'only : before the expiration date If found return to ` RW Board of Building Regulations `and Standards" 4 a One Ashburton Place Rm 1361 }' I" $oston,Ma.'02108. t ,,No a id without signature— — a' Y f; The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumberg' Applicant Information- ' I Please Print Le 'bl NaID.e(Busine3slOrganizE6on/Individual): &-1- 3 f Z �C�,✓ �,-�-t- . City/State/Zip:(211114rvj'1(4- Phone.#: Are you an employer? Check the appropriate bwc 'type of project(required): I 4_ 1.❑ I am a emplaycr with � am ameral contractor and I g 6. ❑New construction employees (full and/or part-time).* havo hired the MA-Dontractors 2.�am a'sole proprietor or partner- listcd on thr- attached sheet 7. ❑Remodeling ship and have no cmployces Tbcse suh-contcactors have g. Demolition worjang for me in any capacity. employees and have� workers' 9. El Building addition [No workers' comp."ms'manre comp'insuranct.r cd. 10.0 Electrical rc airs or addition 5. We arc a corporatioa and its p ]3.❑ I am a homeowner doing all work officers have cxcrcised their l l.[]Plumbing repairs or adtiitim myself [No workers' comp. rift of exemption per MCrL 12 ❑Roof repel,s incvrance zequired_]t c. 152, §1(4), and we have no employees. [Noworkcrs' 13.[] Other cow,insurance regrurcd.] `Any applicant that choke box#1 unut also fill out the section below sbowing their warkrrs'compars40n policy infica n3timi- t Homeowners who submit this e$dr6t indicating they at doing all work and thm hire outside canh-ectom must subunit a new affidavit indicating such tC.ont mctars that sheds this box urns attathcd an additional sheet showing the name of the sub canftactrsrs and state whether or not those entities have cmployccs. If the sub-nntrrcban have rmployccs,they must pravi&their warkcrs'camp-policy nrnnbcr. I am an employer that is providing workers'compensation insurance for my employees. 73elnw is the policy and job vile information. insu a_rce cornpanyMiTn Policy#or Sc1f-ins.Lie.#: 9 "747::!�eG4 yZ 0.'�7 Expiration Date: rob site Address: /47(/3 �ft I two,1�-e,9L citylstatdzip: C.' •o,�'T Attach a copy of the workers' compensation policy declaration page(showing the policy number and cypirafion date; Failure to sccurc coverage as regu and un&r Section 25A of MGL c. 152 can lead to the imposition of rrimdlial penalties of: fine rip to$1,500.00 and/or ono-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a f of rip to$250.00 a day against the violator. Be advised that a copy of this statcmcrit may be forwarded to the Officc of Investigations of the DIA for TnsrAanre coverage verification. I do hereby certify under the painssand�enalties of perjury that the information provided abUts, a and correct Date: 7 - Phone# G`a3 R� 5- wo ' O fir-W use only. Do not write in this area, to be compltted'by city or town officlaL City or Town.: Permit/License# Is:oring Authority(circle one); 1.Board of Health 2.Building Department 3. City/Towu Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Licensee Details Page 1 of 1 i he Official Websi'e of the Executive Office of Public Safety and Security(FOPS) Public Safety Mass.Gov Home DPS Home EOPSS Home Mass.Gov Home State Agencies State Online Services Department of Public Safe Licensee Complaints P Safety P License Type Home Improvement Contractor License# 108615 Restriction Company Barry Merrill Name Barry Merrill Address 312 Skunknet Road City, State, Zip Centerville, MA, 02632 Expiration Date 8/20/2010 Status Current No complaints found for this Licensee. Back To Search http://db.state.ma.us/dps/licdetaiIs.asp?txtSearchLN=HIC 108615 9/23/2008 oFtHE roe,, Town of Barnstable *Permit# [ ?SW Expires6mouths rws tss�'date ansrrsrABLM r Regulatory Services Fee �(� v nines. �� Thomas F.Geiler,Director s6gq• � plEo Building Division Tom Perry, Building Commissioner X-PRES PERMIT - 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 JUN � 0 2004 Fax: 508-790-6230 EXPRESS PEPMT APPLICATION - RESIDEN �� RRNST'ABLE Not Valid without Red X-Press Imprint Map/parcel Number Cif3 �//k Property Address (} �sidential Value of Work / 60 Owner's Name &Address �A01 Contractor's Name Telephone Number - 40 71 � Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: I am a sole proprietor ® I am the Homeowner [� I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [] Re-roof(stripping old shingles) All construction debris will be taken to Re-roof(not stripping. Going over existing layers of roof) Ve-side Replacement Windows. U-Value (maximum.44) *where required: Issuance oft s etmit does not ex t compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Pro ity Owner must go r y Owner Letter of Permission. H e rove en ctors License is required. Signature Q:Forms:expmtrg Revise053003 Parcel..Detail Page 1 of 4 )yam r,*fe �d - �� ! y . . •Cif/;/6+' MV`:..�� .•-w b M4 Logged In As: Tuesday, March 11 Parcel Detail �_ 2014 Parcel Lookup Parcel Info Parce1.229 089 ( Developer I.D Lot --------- - - I Pri Location 1413 FALMOUTH ROAD/RTE 28 Frontage See -- - -- --..._ _ Sec Road Frontage . _.. . ............ Fire Village CENTERVILLE IC O-MM District Town sewer exists at this Road i0522 - - address No Index' Interactive Map psi - Owner Info Owner iCARPENTER,JUDITH A TR I Owner(CARPENTER NOMINEE TRUST Streetl 125 P N LANE ( Street2I CityICENTERVILLE State; zip,o2632 __. country Land Info Acres (0.41 '-----]Use!;Single Fam MDL-01 Zoning RD-1 Nghbd 0104 Topography ILevel Road ';Paved Utilities jPubiic Water,Gas,Septic Location Construction Info Building 1 of 1 Year 11941 .... w._ � Roof Gable/Hip EXt Uood Shingle Built' Struct Wall' Living Roof AC ,976 �AsphlFGlslCmp ;None Area' - Cover Type' .... ......- Intl -- Bed Style Ranch- Wall Drywall ) Rooms 2 Bedrooms ( , Int --- - -- Bath Full Model;Residential Floor Hardwood I ROon1S' Heat Total http //issgl2/intranet/propdata/ParcelDetail.aspx?ID=16261 3/11/2014 Parcel Detail Page 2 of 4 Grade jAverage Plus I Type Hot Air I Rooms;5 Rooms l F e Heat Found- Stories story �I Fuel Gas I ation(Typical v"" r Gross Area 11480 ( a Permit History Issue Purpose Permit Amount Insp Comments Date # Date 8/18/2004 6/25/2004 New Siding 77549 $900 12:00:00 AM W Visit History Date Who Purpose 9/26/2012 12:00:00 AM Pamela Taylor In Office Review 4/22/2011 12:00:00 Tony In Office Review AM Podlesney 1/13/2010 12:00:00 AM Paul Talbot Cyclical Inspection 8/1/2008 12:00:00 AM Karen Perry In Office Review 5/14/2007 12':00:00 AM Sheila Fowler In Office Review 8/18/2004 12:00:00 Martin Flynn Drive by inspection only AM 8/27/2001 12:00:00 Paul Talbot Meas/Listed-Interior AM Access Sales History Line Sale Owner Book/Page Sale Date Price 1 3/21/2008 CARPENTER, JUDITH A TR 22768/251 $1 2 �8/13/2007 CARPENTER, JUDITH A 22260/114 $0 http://issgl2/ititranet/propdata/ParcelDetail.aspx?ID-16261 3/11/2014 Parcel Detail Page 3 of 4 3 L9/ 5/1983 CARPENTER, JOHN C & JUDITH A 3852/75 $581000 Assessment History Save Building Land Total # Year Value XF Value OB Value Value Parcel Value 1 2014 $77,000 $15,700 $17,600 $69,800 $180,100 2 2013 $777000 $151700 $18,100 $691800 $1809600 3 2012 $777000 $151400 $151400 $69,800 $177,600 4 2011 $138,100 $3,000 $0 $691800 $2101900 5 2010 $1401700 $37000 $0 $751100 $2181800 6 2009 $1347400 $21400 $0 $1157400 $252,200 7 2008 $1577300 $21400 $0 $1151700 $2757400 , 9 2007 $156,900 $21400 $0 $1151700 $2751000 10 2006 $1511300 $27400 $0 $100,700 $254,400 11 2005 $1427400 $2,300 $0 $94,200 $238,900 12 2004 $1151300 $2,300 $0 $621800 $1801400 13 2003 $104,600 $2,300 $0 $421800 $149,700 14 2002 $107,500 $21400 $0 $421800 $1521700 15 2001 $1071500 $21400 $0 $421800 $1521700 16 2000 $90,200 $2,300 $0 $27,000 $119,500 17 1999 $901200 $21300 - $0 $271100 $1191600 18 1998 $90,200 $21300 $0 $271100 $1191600 19 1997 $1091800 $0 $0 $217300 $1311100 20 1996 $1091800 $0 $0 $21 ,300 $131 ,100 21 1995 $1091800 $0 $0 $21 ,300 $131 ,100 22 1994 $114,300 $0 $0 $23,900 $138,200 23 1993 $1141300 ; $0 $0 $23,900 $138,200 24 1992 $130,100 $0 $0 $267600 $156,700 25 1991 $136,800 $0 ' $0 $47,900 $184,700 26 1990 $136,800 $0 $0 $471900 $1841700 27 1989 $1361800 $0 $0 $47,900 $184,700 28 ° 1988 $84,600 $0 $0 $29,900 $114,500 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16261 3/11/2014 fg- its f >x yyIRA, ' n xa, i � 4! � y„ y � , t9 : 01'73l2010 t vr• �� 4-- 1 � I � ' � 1 I • , I ' I I ' , 1 / 1 , i Perry, Tom To: judy carpenter Cc: rmulligan@kin ling rove .com. - bin Subject: RE: rental prope at 1413 .-Falmouth rd. Judy, Thanks for allowing me to view the property at 1413 Falmouth Rd,Centerville.Given what I observed and the documentation that was supplied this property in-my opinion is a pre- . existing non-conforming residence containing a main house with an accessory apartment attached to the garage structure.The age appears to be from when this house was constructed in the 1940's. Thanks,TP -- --Original Message----- From: judy carpenter [mailto:capejudy@comcast.net] Sent: Friday, April 04, 2014 12 :25 PM To: Perry, Tom Subject: rental property at 1413 Falmouth rd. This is my request for you to send me a copy of your approval declaring that the apartment attached to the garage at 1413 Falmouth Rd. , Centerville,MA., I appreciate you coming to the property. Judy Carpenter (508-428-9208) x T 1 I{ITZLIN M GRwER Ronnie Mulligan E $ ABR, CBR ' r,,ulligan@ki420 1 j 30 eo 251 Office:508- ... Cell:508-E 0613 Fax:508-428-4839 4 Wianno Avenue osterviiie, Reall-i55 ving KinlinGrover.com s 1 1 1 f _J 4 i t ^ t: i' To the town of Barnstable: Please find dosed a letter from Donna Szurley describing her recollections of the apartment attached to the 9armae-at 141-S Falmouth VA,Cenr ville which I now own. The second attachment with a picture of a house was among Alice hers papers,sister of Millie Mott,who previously rented-the apartment from her sister Millie Mott during the warmer months and lived with her sister in the horse in colder months. I submit these for your consideration to declare the apartment as a nowonforming rental considering the past history of rentals. Thank you, Judith Carpenter 508-428-9208 5/18/2014 1V SIAA �16b_6 SYS J4 NM01 w March 13, 2014 To Whom It May Concern: `- My name is Donna Szurley and I am the granddaughter of Mildred Mott who once owned the house at 1413 Falmouth Rd in Centerville, Ma. I was born in 1948 and from the time I was a young child I always remember there being a garage with an apartment above which my grandparents would rent out. ; especially remember my great aunt Alice Rogers renting the apartment from her sister Mildred Mott during the warmer months of the year and staying in the main house with her during the colder months. This arrangement extended from 1970 until 1983. Please see enclosure written by Alice Rogers. Hopefully this information will help answer any questions and if 1 can be of further assistance please let me know. _Donna Szurley 508-775-8090 T - 1 y > ✓� 1 ,f t x j > R1 Z l f , x F _ K p Y S � t r A UMN IN AL .w Alice M. Rogers 148 West Main Street - Apartment D106 Hyannis. NIA 02601 OiFlkial Website of The Town of Barnstable-Property Lookup 3/17/14 7:16 PM Assessina Division Property Lookup Results -2014 367 Main Street,Hyannis,MA.02601 r «BACK TO SEARCH<< PCint Friendly Owner Information-Map/Block/Lot:229/089/-Use Code:1010 Owner Owner Name as of 111t13 CARPENTER,JUDrrH A TR 'map/Block/Lot GIS MAPS 25 PEN LANE 229/089/ CENTERVILLE,MA.02632 Property Address Co-owner Name CARPENTER NOMINEE TRUST 1413 FALMOUTH ROAD/RTE 28 Village:Centerville " Town Sewer At Address:No GIS Zoning Value:RD-1 Assessed Values 2014-Map/Block/Lot:229/089/-Use Code:1010 f- 2014 Appraised Value 2014 Assessed Value Past Comparisons Building Value: $77,000 - $77,000 Year Total Assessed Value Extra Features: $15,700 $15,700 2013-$180,600 Outbuildings: $17,600 $17,600 2612-$177,600 Land Value: $69,800 $69,800 2011-$210,900 2014 Totals $180,100 $180,100 2010 $218,800 2009-$252,200 2008-$275,400 2007-$275,000 Tax Information 2014-Map/Block/Lot:229/089/=Use Code:1010 - Taxes C.O.M.M.FD Tax(Residential) $271.95 Community Preservation Act Tax $49.28 Fiscal Year 2014 TAX RATES HERE Town Tax(Residential) $1,642.51 $1,963.74 Sales History-Map/Block/Lot:229/089/-Use Code:1010 History: Owner: Sale Date Book/Page: Sale Price: CARPENTER,JUDITH A TR 3/21/2008 22768/251 $1 . CARPENTER,JUDITH A 8/13/2007 22260/114 $0 CARPENTER,JOHN C&JUDITH A 9/15/1983 3852f75 $58000 Photos 229/089/-Use Code:1010 - Sketches-Map/Block/Lot:229/089/-Use Code:1010 MT[48B)., r 6 4' - 1 D " 1'4 BAS ) 20 L7 http://www.town.barnstable.ma.us/assessing/propertydisplayscreenl4...me&mappar=&ownname=carpenter&streetno=&streetname=&Start=&Offset Page 1 of 3 p .Official Websfte of The Town of Barnstable-Property Lookup 3/17/14 7:16 PM AsBuilt Card N/A Constructions Details-Map/Block/Lot:229/089/-Use Code:1010 Building Details Land Building value $77,000 Bedrooms 2 Bedrooms USE CODE 1010 Replacement Cost $98,664 Bathrooms 1 Full Lot Size(Acres) 0.41 Model Residential . Total Rooms 5 Rooms Appraised Value $69,800 ` Style Ranch Heat Fuel Gas Assessed Value $69,800 Grade Average Pius Heat Type Hot Air Year Built 1941 AC Type None Effective depreciation 22 Interior Floors HardwoodCarpet Stories 1 Story interior Walls Drywall Living Area s" 976 Exterior Walls Wood Shingle Gross Area sgfft 1,480 Roof Structure Gable/Hip Roof Cover q Asph/F Gls/Cmp Outbuildings&Extra Features-Map/Block/Lot:229/089/-Use Code:1010 Code Description Units/SO ft Appraised Value Assessed Value BMT Basement-Unfinished 488 $11,400 $11,400 FOP Open Porch-roof-ceiling 16 $1,100 $1,100 , FGR2 Garage-Avg-Wd 308 `$4,100 $4,100 Shingle �GSQT ' Guest-Quart' -Wd Fm.312 "`$13 5 0 s$:3,500 r. FPL1 F pi ce i-story r °`r" i $3,200 $3,200, Sketch Legend Property Sketch Legend B2N- Barn-any 2nd story area FPC Open Porch Concrete Floor RjEF Reference Only BAS First Floor,Living Area. FTS Third Story Living Area(Finished) JOL` Solarium BMT Basement Area FUS +Second Story Living Area PE Pool Enclosure (Unfinished) (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) ;SCAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UH$ Half Story(Unfinished)' . FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch "MZ1 'Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) `PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck . PTO Patio Print Friendly Contact Director of Assessing j !Jeffrev Rudziak httD://www.town.barnstable.ma.us/assessing/Drooertvdisolayscreenl4...me&mapoar=&ownname=carpenter&streetno=&streetname=&Start=&Offset= Pane 2 of 3 I j - 1 rwo -. 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