Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1771 SANTUIT-NEWTOWN ROAD
�A/I ' � S Cape Cod Insulation, Inc. Certificate 18 Reardon Circle 4 South Yarmouth,MA 02664 of Insulation P: 508-775-1214 F: 508-778-5735 print Date: 09/14/2018 E' Estimate##: 601737.00 W:www.caDecodinsulation.com Pages: Page 1 of 1 Customer Name: Job Name: Barger,Jamie Jamie Barger 1771 B Santuit Newtown Rd. Jamie Barger P.O.Box 219 1771 B Santuit Newtown Rd. Cotuit,MA 02635 Cotuit,MA 02635 j jamiecotuit@grnaiLcom jamiecotuit@gmad.com P:508-776-3556 P:508-776-3556 A: F: Descnpt><on INSULATION PACKAGE: Attie Flat 24"Accuvents installed around perimeter of Flat Ceiling Attic Flat Ceiling w/6mil Polyethylene Vapor Barrier Walls Exterior w/3"R20 nominal fill Closed Cell Spray Foam Insulation , Basement Rim&Crawl Joist w/3"R20 nominal fill.Closed Cell Spray Foam Insulation Basement Ceiling w/5.5"R21 Kraft Faced Batts (16 OC) Crawl Space w/10"R30 Kraft Faced Batts (16 OC) Basement&Crawl Ceiling 16"Metal Support Rods Crawl Space-Ground w/10mil Polyethylene Vapor Barrier(Seams Sealed&Sealed To The Wall) Air sealing performed WECOSEAL spray applied water based sealant(Includes the Stacked Studs&Attic Prior To Installing Insulation) ATTIC FLAT PACKAGE: Attic Flat w/15"R49 Cellulose Blown-in Insulation Attic insulation: Coverage Area: Initial installed thickness R-Value . (2- 4 Pt Y Number of bags used: Signatu "THE HIGHER THE"R"VALUE,THE GREATER THE INSULATION VALUE Date: t Epp THE o� Town. of Barnstable sue, Building Department-200 Main Street �. a i634. Hyannis, MA 02601 � `gym $A'Eo MPS° Tel.,,(508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3056 CO Issue Date: 11/21/2018 Parcel ID: 023-017 Zoning Classification: RF Location 1,771 SANTUIT-NEWTOWN ROAD, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Permit Type: Residential- Type of Construction: Design Occupant Load: 0 Comments: 1171 B Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition L 20&. a Q- 3 -4 , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION e- Map U3 Parcel Dula Application #� - D1 G zPZ Health Division Date Issued Conservation Division f6; SEP 0 7 2017 Application Fee Planning Dept. TQWN O'`5A . /V5- sy . Permit Fee �� V r�y Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address u,,c 1?t1f �--d-- Village77 Owner Ens G'r �_.3°'As7e4ddress Telephone ��� 7 Permit Request Re�zl0d e Z - I-V/4 /Z ul 5 ..4D4-Po2!S (54'islj.1s, ,,vc..v /��7"0 cr Square feet: 1 st floor: existing/,Z&Z proposed 2nd floor: existing proposed Total new 42 G$ Zoning District Flood Plain Groundwater Overlay Project Valuation e,� Construction Type k/o ✓ �� Lot Size 4 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 /0 , Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes SNo Basement Type: Hull drawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) (/ Basement Unfinished Area (sq.ft) 3� Number of Baths: Full: existing / new Half: existing new Number of Bedrooms: existing Znew Total Room Count (not including baths): existing new �� First Floor Room Count S Heat Type and Fuel: &Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes A<O Fireplaces: Existing-,&-New Existing wood/coal stove: ❑Yes l_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 /krNo If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �i$�� �, ,c3i� � � Telephone Number 7 2;14� Address,, -k«. S ,4-ecA 1C License # �r�/�.��✓ -- Home Improvement Contractor# Email) tin e_0 �r 9, ?-x- Z• C95in Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO E ` SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION # -DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION AIN `E FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 21 f g DATE CLOSED OUT ASSOCIATION PLAN NO. ' 2Tie Commomreatth-qf3&s3r trarse&. DeparkrFent qfrudusftidAcciderds - Offike qf1nvcsftgado= 600 Washington&reet Boston,mtnnm MA 02111 1� Workers? Campensalran.Inmwance Affidavit:$�dex-slCantractursMec dcian.sJPhunbers Applicant Iufarmatinn Please Print y eityfStar C© �iIA44 0,:;?14a5 P '��'. ` 7 Are you an employer?Checktheappropriatebom ' T of project r 4.� I am a general conirsctor and I Yl}e P ] ( ��!€}= L❑ on employees Cfl lZ a I am a employer Nor part-4ime)- 1=e luredfhe sab--contmd= 6. ❑Demo Remodwnsfteling cti 2.�I am a sale propaietot orpartaer- lisfed oathe*attached sheet.. �. �Ra�andeSszrg These sub-cou2ractars base ship and have no employees �.Q Demolifioa woding, farmm is any capacity emplares and.hare wo6mrs' 9. ❑B,uMag addition INO vupdm g' camp,irasumoce comp.insurartcf-11 ' re cured] 5. ❑ We are a cmpozaf nand its 10.❑Ele�i. regai=s or additions 3_al am homeovmer doing aU work officers1mve¢RR>med their 1LQ Plumbingrepairs or addititms. L7 ��Nv.o 6=, F of esempfion per MGI. , ce pined.)r c.152,§1(4k and we have no ..❑other repairs employees_[No VDA=s' 13_❑(7thr camp.msnr mm required_) •�ayaPP&asnt�atcher3rsboa�l�aLsaffio�thesechoabr7,awsliuiriagtlie¢arorkass'a-ampeasefiaapaT�gi�orms`uaa. ffamenwa¢s teho snb�a�ris a�da� ig thry axe�laieg alE�ra�aiud fbmbiae autrid��'n,hvrtnrrym 5a&intro newari�davrt iodiesflng sack _. fCoanacfn6�tZtehecYl�s6aammtsLlache�aaadditiansls3azeYsSonzc+gfl�enuaatoftl�esa�r-ca�scAusamristadevrk�therarnotfhnseemitiesha� ea�9o}�.Iftlsesaircaatmemesha,:eemgta rfiayrffistpanidf<their trarkess'camp.palmaumben I am an erxpFaysr t1i at ispratariir uaarI ets'coutpew dims iresrirdires,j'or rrc}T emp&yees $etow is AepaFicy rmd jab rrta informaliatL Insurance Campanyifame: Po-ficy-,'f of self--ms._UC_4 Expiration Date: Job Site A,ddm= City/StatdZsp: Attach a copy of the wurkere coarrppensationpalrcy-decfacatioa page(showing the policy,number and expiration date). Fare to serum coverage as required under Section 25A of MGL c. 157 can lead to the imposition of criminal penalties of a fine up to$UOD.OU aadtor one-year imprisonrm d,as well as civil penaltiees in fhe farm of a STOP WORK ORDER and a fne, of up to$25Q-D10 a dap against the violator. Be adiased that a copy of this statement maybe fxwafded in the Office of lnrestigataaas of the DIA for mi si m=ce coverage imrifficafiam- Ida nerdy c ruder tirsprdhY UE&'s D!r� iF ffwU rs irifarrrcrttZmr prmzrT,rd abar�ig hue and correct $i Date: Phone i 6�� X, 7 Q 7chd use ardy Da not wrfta in dds area,&be ctrrnpWod by city artown officirat City or Town: Pernilffiicense# Bing Authority(drrle one): L Board of$Affi Ru ring Department 3.Chyfrowa Clerk 4.Electr ical hispector S.P1rrmibmg hector 6.Other Confact Person: Phvane#: — -- — —- 6 luformation and Tast c -ons hfassachu=tfs Ge=9 Laws chapter 152 req=m all Em3pIoyers to Provide wDIkT,&MmPMSStIon far fberc=PIoy(I-es_ Pmsaantto this y ads,an Iapee is defned as¢; ypeason in 13ie service of another under any c altmd°f , express ar .oral or VgZaUM..7 ArL er�Irrya•is de<fm-ed as man inidr<a1,Parfnersbip,ass°�fi on,corpor�wa or oft=Iegal ey,or aa5'ice'°or more . tiL of the foregoing engaged iu aJ0mt .ad M bd og ffie legal rep=w:Ea=of a deceased employer,c r ff= receiver or trustee of an m. az ptneaship,asocial� or A=legal entity',=Ploymg employ- $ ec owever fhe owner of a dwelling horse bavmg not more f�three apartm ems and who resides therein,or the o=3pant of the- house of anon who employs persons to do mai�ce,rrtm*accti on or repair work on such dwelling house or cgLt g I be deermedto be an employes" because of sorb. not �� ob urEena�theaeto shall �-P or an.the grotmds r ntldmg aPp . MGL cbzpte r 152,§25C(6)also stab that every sfa�or local cal fire agency sTialE wi thhold file issaance ar rmev-aT of a Hcm a or permit to operate a bnsmess or to construct buildings zu the commonvPee for ally applicantv�ho has notprodnced acceptable evid=ce of caxMPIi= wrf x tire msuranmcoveragre4used-" Adffi±ionaIIy.M(ff chapter M,§25C(7)states aldeither the nor iay of ifs poIbical snbdivisions shall enter into any contxaet fnrtliep�founance ofpnbLo world acu pfable evidence of compliancewn Ilia;,,�Tance. req=ienfs of finis chapter have been presented to ffie confracting.anthoziiy_" Please EL out the worms'compea mtion affidavit completely,by dierldng-dLe,boxes that apply to your sifnafion and,if necessary,sopply snb-c°ntradDr(s)name(s), addresses)M&phonemzmber(s) along withtheir cetFacate(s)of msn ranee_ Lmmif�d Liability Companies(LLC)or L=tedLiab�iip P s(LI P)wrthnD employees other fban the members or partners,are not rbqrdred to cany voli�cOMPensafi°n in soramce If an ILC or LLP dDes have employees,a Policy rs req f Be advised that thus o ff&y t maybe snhmifted to file Depadment of Industrial Accidents for co�mabon of msvrmca coverag ATso be sure to sign and daf�he affidavit: The affidavit should bez•etmme d to the city or town tbat the application=or the permit or lic®se is being rmUmstA not the D epar(mea of LriT,ef,Fa111 ids Louldyon have any 4nesh°ns regmrring flie law or ifyou are req=ed to obtam a W0z10s' conVensafionpolicy,please call the Departmenf:atthem=bcrlistedbelow. Self-tinedcompaniessbauldea rr•their self-msarance license number on fhe approl¢iafe line. City or Town Officials - Please be so=e that the affidavit is eomple e m dprhdmd legibly_ The Departm.enthas provided a space at fbe bottom of the.affidavit for you to fill out is the event the Office oflavm6gations has to contmtyoaregardmg fire aPPlicant- P lease be sure to f M in the peu�nidlicense number which VM be used as a=Bvmco nambez In,addition.an applicant that MILst submit:multiple pe nitIUcense Hppli�ions m any given yen,need-only=bunt one affidavfz MA caimg curt policyi i3 rnafion(if n ecessary)and•ender-70b Site.A-darese the applicant r-horld write:-all locations is (ciLY or town)-"A copy of the affidavittl has bey officially sfmaped or mar�bYIhe city or town maybe provided to me ' applicant as proofthat a valid affidavit is on file for futme'permiis or licenses A.an a uSfi3r Or C be: =Ci out e ash ' a license or ��not related to any b„r;,,P��or commercial ve��re year.Whew a home owner or citizen is obfai sing P t3iis affidavit (i-e.a dog jicense or pea k to brom leaves etc.)said person.is NOT rcgaked to comp lete The Office of Investigations would lie to tf1m3k you m.advance for your cooperatim and should you.have:any gnestioms, please do nothes>fafe to givens a c M Ihe Deparimenfs address,telephone and fax nnmb= . 'III C:Un3MM'WMttIE of oh s • �QfalAr�c�.d�n� ' fie��.�tiax� B 1A E2111 Ta 4A 61'T-' -4 m t*96 or 14 MA WE Fax#617`2'-7M Revised¢24-07 , fdia AWC Guide to Wood Construction in High Wind Areas:110 mph end Zone Massachusetts Checklist for Compliance('7so CMR* 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................ .................................................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 5 2 stories RoofPitch ..........................................................................(Fig 2)........................................... s 12:12 MeanRoof Height ..............................................................(Fig 2)................................... ... ft 5 33' Building Width,W (Fig 3)................................................ _ ' .Building Length,L ................................ .............................(Fig 3)................................................._ft _<80' Building Aspect Ratio(LNV) ...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)................................................ <_618" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 T Concrete....................:......................................................................................................... ConcreteMasonry................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemmve in concrete only Bolt Spacing—general ................................. (fable 4)............................................... in. .... Bolt Spacing from endrJoint of plate ...........................(Fig 5)....................................: in.5 6"-12" Bolt Embedment—concrete........................................(Fig 5)................................................._in.z 7" Bolt Embedment—mason ........(Fig 5 ... in.>15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x'/" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft 512' 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 4.1 .WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 510, Non-Loadbearing walls..............:..................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing .............................................:.........(Fig 10 and Table 5)..................._in.5 24 o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft 5 d 4.2 :EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x -_ft_in. Non-Loadbearing walls...................: (Table 5) _ _ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..........................:....................................... WSP Attic Floor Length..... ........................................(Fig 11)...:.........,:,................:............. ft 2:W/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 Splice Length ..................................... (Fig 13 and Table 6)................................... _ft Splice Connection(no.of 16d common nails) ............(Table 6). ...................................................... _ AWC Guide to Wood Cot:struction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.i)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft_in.511' SillPlate Spans ........................................................(Table 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' Sill Plate Spans...........................................................(Table 9).................................._ft_in.512" FullHeight Studs(no.of studs)....................................(Table 9)..........,............................................. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. _5 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......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2........................................................................._5 6'8" 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 U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12).............................................L= plf Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= pif 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............................................ .............................................. 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 High Wind Areas:110 inph Wind Zone Massachusetts Checklist for Compliance(780 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: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -yVf l THIS EDGE REM ON R A MING USEBd NAIL$' 1, -- tfv ii 11 44 11 11 II i 1 1 n n 1 • 11 11 n - 1 u I 11 11 1 11 11 n 1 11 11 Ij 1 II 1 i 11 /1 H • 1 11 11 1 11 m i; ` L • F 11 11 /o iii EJ a i m n igQ II � II 11 II ii II g 1 II 11 Ir ui 1 . - II V 11 11 H II � II 111 1 ' •-rr L -,,Il l� t r L RIULSPACM See Datall on Next Page Vertical and Horizontal Nailing for Panel Attachment r AWC Guide to Wood Construction in Sigh Wind Areas:110 mph Wind Zone Massachusetts`Checklist for Compliance(7sa CM.R 5301.2.1.1)1 w 1 1 1 1 1 rar 1 1 1 r 1 1 QQQ6 r fkE. �� 1 1 �6 I FAMIMG MEMBQIS `► I i rEDGE RaTMEWLTE 11 11 ► 1 1 1 i ; �/S• 1 j � 1 1 1 1 1 1 ► --��-tr------=--�---- ---7AL ---'- -+--- _—'` -- —_ ----^i STAG 3•MkJ MAX PATTE M PM- 2 EL PA1GE+EDGE DOUBLE NAIL EDGE SPACING DETAIL. Detail Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CmR 5301.2.1.1)1 FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a i10 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 WFCM1oo 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. t Town of Barnstable Building Department Services Brian Florence,CBO ' $ Building Commissioner 200 Main Street, Hyannis,MA 02601 BARMASM t >dAsa. www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: V11,17 JOB LOCATION: /77/-t3 number street village "HOMEOWNER^:yE2g ji eS �.4-�-c/3,r9✓Z�PJL S"7 -�7 4 3 Ss`� name home phone# work phone# CURRENT MA.UJNG ADDRESS: 2 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 buildingpermit (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 parce sand requirements nd that he/she will comply with said procedures and requirements. ature 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:\WPFILESIFORMSIbuilding permit fonns\EXPRESS.doc 08/16/17 Town of Barnstable Building Department Services � ' Brian Florence, CBO M�� Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must. Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my beh4 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:OWNERPERMISSIONPOOLS Rev:09/16/17 i 'parcel Detail Page 1 of 2 - Loggea In As: Parcel Detail Thursday, March 4 2010 Parcel Lookuo Parcel Info 'Owner Info owner MURPHY, EVA S I Co-Owner I' streetl 1771 SANTUIT-NEWTOWN ROAD I streetz I " city COTUIT I State MA zip 02635 Country Land Info Acres 0.77 use Multi Hses MDL-01 I zoning RF I Nghbd 0105 J Topography Above Street I Road Paved Utilities Public Water,Gas,Septic I Location Construction Info Ilk Building 1 of-2 Built 1920 rust Gable/Hip I Ex wat Wood Shingle Effect �y-^--' Roo f AC 987 I Asph/F Gls/Cmp I None Area Cover Type style Cape Cod Int Plastered Bed 3 Bedroomss � 7�� �'4 I Wall I Rooms 4 �0 Int Bath 138MTx Model Residential I Floor I Rooms 1 Full Grade Below Average " I Type Heat Hot Water Total I Rooms 6 Rooms I ✓a F. , r irf,&r ` Heat Found- Stories . 1_Story FA Fuel ation Oil ITypical I' r: Building 2 of 2Ad� ` .Year Roof Ext Bunt 1945 Struct Gable/Hip I Wall Wood Shingle I Effect 1277 I Roof Asph/F GIs/Cmp.I AC None Area cover Type IA/ Int Bed "d`ei�agwwE fxr7�ara �N �\ Style Ranch I Drywall I 2 Bedrooms i �, . Wall Rooms I �101 Int Bath r Model Residential I Floor I Rooms 1 Full R41,, Grade Below Average I Heat Steam I Total 6 Rooms Type Rooms Heat stories 1 Story I ound- Fuel Oil I F at on Typical I ' ' http://issgl2/intranct/propdata/PareelDetail.aspx?ID=1239 5 3/4/2010 lill"Parcel Detail Page 2 of 2 • Permit-History Issue Date Purpose Permit# Amount Insp Date Comments 9/4/2003 Re-roofing, �71307 $9,000 10/8/2003 12:00:00 AM 2/2 • .Visit History Date Who Purpose 12/16/2009 12:00:00 AM Tony Podlesney In Office Review 3/29/2005 12:00:00 AM Paul Talbot Meas/Est 10/28/2003 12:00:00 AM Paul Talbot Meas/Est 2/24/1999 12:00:00 AM Frederick Stepanis Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 8/20/2009 MURPHY, EVA S 23977/183 $10 2 9/15/2003 SOUZA, ESTATE OF MARGARET M 17639/195 $0 3 1/15/1991 SOUZA, MARGARET M 7411/212 $0 4 1/4/1991 SOUZA, MARGARET M 7405/101 $0 5 2/19/1938 1 SOUZA,ALVIN R& MARGARET M 536/388 1 $0 Assessment History Save# Year Building Value_ XF Value OB Value Land Value ; Total Parcel Value 1 2010 $153,500 $0 $0 $121,100 $274,600 2 2009 $146,400 $0 $0 $156,900 $303,300 3 2008 $161,300 $0 $0 $163,500 $324,800 5 2007 $160,800 $0 $0 $163,500 $324,300 6 2006 $147,500 $0 $0 $177,700 $325,200 7 2005 $130,800 $0 $0 $161,500 $292,300 8 2004 $118,100 $0 $0 .. $121,200 $239,300 9 2003 $97,700 $0 $0 $57,500 $155,200 10 2002 $97,700 $0 $0 $57,500 $155,200 11 2001 $97,700 $0 $0 $57,500 $155,200 12 2000 $71,700 $0 $0 $35,700. $107,400 13 1999 $56,200 $0 $0 $35,800 $92,000 14 1998 $56,200 $0 $0 $35,800 $92,000 15 1997 $36,500 $0 $0 $31,300 $67,800 16 1996 $36,500 $0 $0 $31,300 $67,800 17 1995 $36,500 $0 $0 $31,300 $67,800 18 1994- $36,700 $0 $0 $32,200 $68,900 19 1993 $36,700 $0 $0 $32,200 $68,900 20 1992 $41,800 $0 $0 $35,700 $77,500 21 1991 $67,300 $0 $0 $67,000 $134,300 22 1990 $67,300 $0 $0 $67,000 $134,300 23 1989 $67,300 $0 $0 $67,000 $134,800 24 1988 $66,500 $0 $0 . $37,200 $103,700 25 1987 $66,500 $0 $0 $37,200 $103,700 26 1986 $66,500 $0 $0 $37,200 $103,700 / Photos http://issgl2/inttanet/propdata/ParcelDetail.aspx?ID=1239 3/4/2010 AFFIDAVIT I,Alfred E.Martin,a/k/a Buddy Martin,of 124 Grove Street,Cotuit,Massachusetts, after being duly sworn,do depose and say as follows: 1. I was born in 1933 and was raised across the"street from the property known as 1771 Newton Road,Cotuit,Massachusetts. I've`been familiar with that property and its occupants for pretty much my entire life. Alvin and Margaret Souza purchased that property in 1938-when I was four or five years old. Early or,there was a single family home in the front of the property where Alvin and Margaret lived. There was also a workshop in the rear of the property that was converted to a single family home in 1954. 2. Alvin and Margaret Souza lived in the front home until their respective deaths in 1986 and 1997,at which time,their grandson,Alvin Murphy,moved into the front home. Alvin resided in the front home until his father,Jerry Murphy,Sr.,died in 2008. In 2008, Alvin's brother,Jerry Murphy,Jr.,moved into the front home,where he lived until his death in 2014. 3. I was close friends with Donald Souza,nephew of the said Alvin and Margaret Souza, from our early childhood. Donald and his wife,Judy,moved into the rear home in 1954 or 1955,living there until Eva Murphy,daughter of Alvin and Margaret Souza,and her husband,Jerry Murphy,Sr.,replaced them in 1957. 4. Jerry Murphy, Sr.,and Eva Murphy raised their four children(two boys and two girls)in the three bedroom rear home and lived there continuously from 1957 until their respective deaths in 2008 and 2009. After Jerry Murphy, Sr.,died,his son,Alvin Murphy,moved from the front home to the rear home with'his mother,where he has lived to this date. SUBSCRIBED AND SWORN TO under the pains and penalties of perjury this rp day of April,2015. Alfred . Martin COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of April,2015,before me,the undersigned notary public,personally appeared Alfred Martin,proved to me through satisfactory evidence of identification,which was_K,,,,�- D )}]� ,to be the person whose name is signed on the preceding or 4 attached document,and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Notary Fubli My Commission Expires: �—,GL 2 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map pp U a� Parcel D I Application #R Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee (� c)d Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis `Project=Street--Address ���/ �.- •=7�i�iyeki �n / vs^� Tl Village- ;Owner - &S Address-"®X Cto�-(Cv 12 4 ��i��l 5elephone -=Permit'Request o J::�W r (e (W o d-ef Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay • J .Project Valuation/ e9-47Z�9 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supparting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) W Z a Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Hi fhpayv Y s ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other > 00 G) N Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) FM M Number of Baths: Full: existing new Half: existing 03 new m 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 T APPLICANT INFORMATION' (BUILDER OR HOMEOWNER) Name C sOP eA> Telephone Number l - 4- L_ Address/o/ License# Home Improvement Contractor# EmaiIJczaq» cd%`;?L2 C'on Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S NATUR -DATE f FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 27zz Colr marrwpeaffli ofl9assacIrrsetts Departrrrerlt afIr drrstria1Accidents - -- Office o,f'raM—igations , 600 Washirigibn Street - Boston,AM 62111 ' irwmv.masmgovldiii '"rinrlmrs' Campensaf an Insurance Affidavit:Smlders/CanfractursJEIec&icians,PIumbers. . Applicant Infnrmatiea Flease Frin Le xly r—Na=(Bus �mrratirmlfnd na _ TAddre= L'/L6 C-164--,� 12V 713� Are}you an employer?Checkthe apprapriafe bark ' Type of project(required): I.❑ I are a em 1 with 4 ❑I am a genes contractor and I P� 6: ❑New consfzu�iora employees(full an&or part-time)-* Iiavehiredthe sub-contractors 2.❑ I am a sole proprietor or partner- listed on.:the attached sheet., 7- ❑Remodeling slip and have ao employees These -contractors have g.,©Demolition whd� form ia any capacity. employees andbarre wo&ers, 9. ❑Building addition IN4 Wp6cers'camp_insaranre comp.manramn y requited-] ", 5. ❑ We are a•corporation.and its 1 ❑Eleet>ical repairs or additions �3 ®.F am a homeowner doing all work officers have emrcised their 1 L❑Plumbing reps=or additions of eg per MGL �rxysel£[Nov�oilcers comp- right of � p 12_[:1 Roof repairs . insurance required-]i c.152,§1(4)6 and We have no employees-[No woikem' a El Other camp.msnranoe required_) •$ayan fhatchedcshaxftlwte]safMcattILeswdmbeTnwshnningtii--kV deMs compe9satinupoTuyinfioema`uML #Sm aeowners who submit this aiiidavit indacatmg they am daiag alf woait and&mhim outside cantmctors— submit anew affidavit i"d�sacfi rcoU1MCt-1Est cbeC1< s boat must attache a71e addid-41 sheet sb iiog theaaaaae of floe sub-comt=tom snd state whether or not ftse eratitiesbave employees.Ifthesub-tantrsctaeshzveempIayee%tbe3'— pmsi&tbeir workEn'•romp.policynumber. I am an evtp1gvr dart;is pratidb g markers'compmsrrtian inmirauce,jor my wrplDyees Below is flee palicy rued jab sfte irt�armatiarL . Insurance company'Name: , cliicy ilf or-Self-ins.I.io_•-ffikF�piratioaDate:' Job Site Andre= City/Sta elZip: Attach a copy of the w&rke rs'compensation.polrcy-declaration page(showing the policy number and expiration date). Failum to secure coverage as required under Section 25A of MGL c 157 can lead to the imposition of rdmi nal penalties of a fine up to$L540-00 and rar one-year imprisonment as wen as civil penalties.in,the form of a STOP WORK OR DERand a fine of up to 0_00 a tiny against the violator..Be adrised fliat a copy of this statement may tie forwarded to the Office of InvesEgatiom ofthe DIAL for ihsv ce coverage verification._ I do ltergbyf3 the prr2rts andp8r agerj�rry that dre irtormrdiml prmded a bmre is Barg acid correct Si> ttire. ti Date- 0&ial usa anly �Do rrot eEt rita in flt�area,tv be t rrrrtplretetd by'cite artumn n, `reiat . City or Town: Permff9&ense Issuing A.ntlwrity*(circle one): L Board of health 1 Building Department 3.fitylrown Clerk 4.Electrical,Inspector 5.Plumbing Inspector 6.Other GIontact Person: Phone 9: - - -- - --- 6 vrmatiQn and Instructions Maccar =tm-l Laws 152 regm-es aIl a Ioyers to provide web'compensation for then eanpIoyees. pmsuantto this safe,an ernplay=is defined as.`°;.evuay pers6n in.the service of another under any coniract ofhiie, express or implied,oral or Writtenf An errrployer is defined as"air individual,Par fnersbip,assodation,corporation or other legal e�y,or any two or mare of the foregoing engaged is a Joint enturpd=,and inching the legal sepreseentdives of a deceased employer,or the receiver or trostee of an mdivichml,partnership.association or other Iegal entity,empkymg eaployees- However the own=of a dwelling house having not more thanthree apartments and who resides therein,or the occ¢r ofihe- dwelling house of another who=ploys persons to do maiudEuance,rone(rnrldon or repair work on such dwelling house mien a�therein shall not be�a:u=of such employment be deemext to be an employer." or on.the grounds or bmldmg a17p MGL chapter 152,§25C(6)also states ihat"every sfatL-or local Tpenshig agency shall withhold the.issuance or renewal of a license or permit to opera ;x bnsitess or to contraU bbuffdkV in the commonwealth for any applicantwho has not produced acceptable evidence of compliance with the hmm ance eovezage required_" AdcRtionaIIy,MGM cbapter 152,§25CM states Neither:the 8 - -. rior;LY ofiis political subdivisions shall enter into any contact for the perf�atce ofpublic work until acceptable evidence of compliance with$ie insur nce._ rego�enfs of this c32ptes1137eBeenp1ese1dedto the coniraciizigauihDay" Applicants ' PIe-nm fill oil the workers'.compensation affidavit completely,by rkecIan.g the boxes that apply to your situation and,if necessary,supply sub-contractnr(s).name(s), a&lre cs)and phone numbers)along wilt theircmtdacafe(s)of insurance. L=rtedLiability Compames(LLC)or Limited Liability-Parftm=bips(LLP)wif.no employees other than the members or partners,are not rbquired to CmrY wOzkeis'cumpeusa"M insurance- If an LLC or LLP does have employees,a policy is rmpire . Be advised that this affida-vit maybe snbmittnd to the Department of Indnstrial Accidents for conEmnationofinsm noc coverage. Also,be sure to sign and date the affidavit The a$davit should. be-retumed to$e city or town that the application for the permit or license is being regaest not the Depart meat of I.��trial Accidents. TIOuldyon have any questions rega Tag file law or ifyon are reqafi-ed to obtain a workers' compensation policy,please call tine Dep atment at the number listed balow: pelf-insiaed companies should enter their self-ius ce license number on tha appropriate line. City or Town Ofl-xcials t . Please be sure that the affidavit is complete and pried legibly- The Department has provided a space at the bottom ofthe affidavit for you to fill out in.the event the Office of uvesfigations has to contact youregazdmgthe applicant_ P lease be sure to fill in the pen�oitllicense mrnber wbich wM be used as a referencr rmmber. In addition,am.applicant that must submit mvltrple pennWHcense applications in any given year,need only submit one affidavit indicate caaent policy fi foznation.(tf necessary)and under`lob Site Addrme tie applicant should wIIfe"all locations in (may or town):'A copy of theaffidavitthathas bey officiaIly stomped or marked bythe city or town may be provided to the • applicant as rot a valid affidavit is on file for futore'peiits or.Piceme - A new affidavltmust be filll year.Wh=a home owner or citizen is obtaining a license or permit not related in any business or commerzial ed out each (ie. a dug license orpermit to bum leaves etc_)saidperson is NOT regnircd to complete this affidavit The Office,of Invos woBld.liketo thank youm advance for your coop ea �� aiion and should you have nay questions, please do not hesitate,to give us a call The Dep arime es address,telePhone and fax n=ber. Deg�entoflad�ialAcci nt (off ce of lilvedk-4tiaa h $odour MA 02111 Tf,-L 617- -4 Q�t 4-06 or 1-977 l A S,SAFF Fax#6.7 727-7M Kevised 424-07 Mug.Pirldia- AWC Guide to Wood Construcdiyn in Ffigh Wind.1 reas:I1 D mph,frind Zone Massachusetts Checkffst for Compliance(7so CMR 53t11. .1.1.)1 Q check 1.1 SCOPE Compliance Wind Speed(3-sec,gust)................... .»............. •..........._.....____... _.__ _11D mph Wind Eb9osure Category_.__......».._ ..__» .. .._ ...... _...:. .._:...». »B 12 APPLICABIL tTY ,a Number of Stories s ........:.»._._....._...w.......-------------._...(F9 stories 5 Z stories Roof Pitch ..._.-... ...._....__. .» ..»....»......_.. .._.(Fig 2) :. . :........».. 51212 Mean Roof Height _.._.....» _ »_ _..._....»».._._.(Fig 2)- .»_ _._ _ft 5 33' Building Width,W. __._ _»: ._»»..-._._:. (Fig Building Length,L .. »..»:...._ ....._.. - .(Fig 3). »..... »_. _ _tt 5 8cr Sutiding Aspect Ratio(LAW) »_. __._(Fig 4) <-3:1. — . Nominal Height of Tallest Opening,».. ..._.. _ .(Fig 4) » ....». 5 618, _ 1.3 FRAMING CONNECTIONS General compliance with framing connections. .._...__..: .(Table 2). ........ »:.... . _».. — 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concretee.................... .................................................................. ...: .. Concrete Masonry.......---...--..__....... __.... __» ._ ...._. ' 22 ANCHORAGETO FOUNDATION', SM'Anchor Bolts imbedded or SW Proprietary Mechanical Anchors as an alternative in concrete only.f Bolt Spacing-general.............:................. .(Table 4)._.....».._.... _. ....».... in. _ Bolt Spacing from endfjoint of plate __»_»(Fig 5).._».:».._.-..» .... in.5 6"-12" - Bolt Embedment-concrete.._.. .._» »._..__.»._.:.(Fig 5)..._.._:_....r»_�_..-.. _in.>7' _ Bolt Embedment-masonry. ........_..»......_...�.._:._.(Fig tn. Plate Washer»....»......_..». .».........._ ......... (Fig 5).».:_. .................-_X x 3"x'/," 3.1 FLOORS v Floor.framing member spans checked .....,..»...... 780 CMR Chapter ......................I _ Maximum Floor Opening Dimension_.____.. ..._. »......::.(Fig 6).._.._...;»....._ _•,ft 512'or L/2 or W/2 _ Fug Height Wall Studs at Floor Openings less than 2'fmm Exterior Wall(Fig 6)................................... .» Maximum Floor Joist Setbacks '— . Supporting Loadbearing Walls or Shearwall..........__(Fig n_:..___... .__..:......................_it 5 d Maximum Cantilevered Floor.Joists i Supporting Loadbearing Walls or Shearwall..............:..(Fig 8)............... ......;..............._ft s d Floor Bracing at Endwalls.............. ......._................_.»»(Fig 9)..._................ ....::....»»» :_ Floor Sheathing Type »..._..»......»_......._._...................._(per 780 CMR Chapter Floor Sheathing Thickness...___.»»»_w»..... _...._..» :..(per 780 CMR Chapter 55).. _..._:.....:.__ in. Floor Sheathing Fastening.»_ .....».._........_...»:..............(Table 2)__d nalls at_in edge/ in field 4.1 WALLS Wall Height Loadbearingwalls.... _ ».._....._. .:_............:»-.(Fig 10 and Table 5)...._._:..._._.._.-_ft 510' Non-Loadbearing walls........... ........».»..:. »... .(Fig 10 and Table.5).»_ ...».... ft 5 20' _ Wag Stud Spacing ........ ........ ..»... ................(Fig 10 and Table 5). ». ...._ in.5 24"o.c. Wag Story Offsets » .-........._..:..... ..... ..I (Figs 7&6).......... .............,... . ft 5 d 42 EXTERIOR WALLS Wood Studs Loadbearing walls............._...»........»..........._.__....:...(Table 5)...»_»._.....:.__......2X _ft_in. Non-Loadbearing walls.....:..............................-_..._ able 5 _ 2x It, in." Gable Fed Wag Bracing Full Height Endwag Studs. »_.» _ ._... .: .(Fig 10)....... .._,.._.. »_....». . WSP Attic Floor _..-_.(Fig 1 i) ._.:». »_..._ _ft>W/3 Gypsum Calling Length(if WSP not used)__._-_(Fig >019W 2 x 4 Continuous lateral Brace @ 6 ft_o.e...(Fig 11)....:..................._...._.._ Double Top Plate Splice Length .................:»_..__.»..._._.._._........_..(Fig 13 and Table 6)-..._...»....._.__..»..___ft Splice Connection(no.of 16d common nags):-.-.--.__.(Table 6}.__.,.._..».:_»_.._..W.... .._.._.-..». _ AWC Gzd&to Wood Construction in Hightt 91nd Areas:110 mph Wind Zone Massachasetts Checklist for Compliance(7so cm s3tn.z.0 1 Loadbearing Wall Connections Lateral(nm of endnatled 16d common nags),-____._.Table 7).__.__._.._.:..._..»........._...._.._. Non-Loadbsanng Wall Connections Lateral(no.ofendnatied 16d common nails) _,.__...»[fable 8).__.._.....__....._._..._._..... ... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans Sill Plate Spans �..»_._.___ ..._..:. ....___....(rable 9)___. .»__».. .» _ft_in.s 11' Full Height Studs (no.of studs) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header 5pans-.___..._»_».._........_....._.». .._.__.... (Table 9)__»___.._ _»..... R_in.:;12' Sig Plate Spans.... .... ..:-_.... .» .�(Table 9)_»_.._.. ..._..... .. _ft_in S 1T Fuld Height Studs(no.of studs)._».».__»__�.._._.-(Table 9).................._._.._..._.. .... _.. Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Wtnimum Building Dimension,W Nominal Height of Tallest Opening2 ........ . .___».. ..... _....».....»»....... .:._.. _5 6'8' SheathingType.......»__.____..._..._. _.»�(note 4)......_....»»....._......»_._..»....._..... Edge Nall Spacing__.--__.._._.__--_---.___:_._ .(Table 10 or note 4 Field Nap Spacng.._...___..._.._.._........»_..(Table 10)_..... _...._._.._._..._:.. ..._. in. Shear Connection(no.Hof 16d common traps)(Table 10}. .___.__.__...._.... .._. .»-__..... Percent Fu4-Height SheathIng..___. '.__...-_-(Table 10)__ ...._..__... ......_.._.....»»..._% 5%Additional Sheathing for Wall with Opening>6't3'(Design Concepts)_._.______. Maximum Building Dimension,L Nominal Height of Tallest Openine._._..-_. . . .........................................._...... Sheathing Type .._.._ ..».__........._..__� (note Edge Nag Spacing.......______._____.___._.._(Table 11 or note 4 if less)......_ ...... Feld Nap Spaang...�_.__....._.....».__..._..(Table 11).__ ».....»...._.....___._..._ (n. Shear Connection(no.*of 16d common nails)(fable 11)._.._�... .....»_._............_:.... Percent Full-Height Sheathing...._...............(fable 11)..._.._....-....._.._.._.... ..... 9'a 5%Additional Sheathing for Wall with Opening Well Cladding Ratedfor Wind Speed?».__-___.—__-___».-....._..»_......»__»....._.._..:_..._.. _.._.._ _.._........__... 5.1 ROOFS Roof framing member spans checked?....._..._.__._.(For Rafters use AWC Span Tool,see MRS Website) Roof Overhang ......._..........:...............................(Figure 19)............._ft 5 smaller of 2'or L13 Truss or Rafter Conmections at Loadbearing Walls Proprietary Connectors UpliftIf Lateral..__._..»...............__....---_.(Table 12)........ _..»..._._...._...__..L= pif Shear. (Table 12).._»_�. _......._...__._S= Of Ridge S Connections If collar ties not used p _„ g �P used per page 21..._(Table 13)........._...._........._.T= pif (Figure 2(} Gable Rake Ouflooker.»......................................(Fig ).........---.—ft s smaller of For L2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift__»_.__-•-•---..-_....--------_..._(Cable 14)..... ..._ ..».U= lb. Lateral(no.of 16d common nails)...(Table 14).................._............+..._L=1b. Roof Sheathing Type._.__ .... .»__. _......:....».....(per 780 CMR Chapters 58 and 59). _ Roof-Sheathing Thickness_._............._.._ _._ :...___......._....:».._....._.___...._in.Z 7/16'WSP Roof Sheathing Fastening _....».._»......_.._»_..:..» (Table Z)........_ Notes: — 1. This checklist must be met in its entirety,excluding the speciic exception noted in 2,to comply with the requirements of 780 CMR 53012.1.1 Item 1.9 the checklist is met in its errtirety then the fapowing 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 a Uprift Straps per Figure 14 d.• All Straps per Figure IT a. Comer Stud Hold Downs per Figure 18a 2- Exception:Opening heights of up to 8 it 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 shag be a minimum 2•tn.nominal thickness.pressure treated P-grade. AWC Guide to Wood Construction in Sigh,JiW.4rens: 110 mph Wurd Zone Massachusefts CheckHst for Compliance{78ocivcR53oi.2"i.1}I - - 4. . a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of T11 ti and be installed as follows: L Panels shall be installed with strength axis parallel to studs. I All horizontal joints shall oc=over and be nailed to framing. ^ U, On single story construction,panels shall be attached to bottom plates and top member of the double top plate. fv. 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.Lipper attachment of lower panel shall be made to band joist and Iower attachment made to lowest plate at fast floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of ed staggered at 3 inches on center per the Figure, Ver9cat andHorizonfaf NeiTing for Panel Attachment R • AWC Guide to Wood Construction in High Wind Are . I IO rrph Wind Zane Massachusetts Checklist for Compliance(7so cxR s3ol.2.m)I • �+N t tryEDGE REZIs ON FfvMw Emad NALS, I 11 11 , 11 1 � ii 11 FI H ,r • i 1 1 i6L I 6 dI �F 1 _ I4 I � d ` 1 tS ii 1f • I .: U J 11 11 � ! � • 1 ii ij s IL U �* F 11 t, I DOUMEWM MA1LSFACM i PkN� _ vy See DsWI on Text Page Vertical and Horlwntal Nailfng for Banal Attachment I �1NE Town of Barnstable Regulatory Services IL MASS. Richard V.Sca%Director ► Building Division . Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 _ Fax: .508-790-6230 Property.Owner must. ; Complete and Sign This Section '{ If Using A Builder- - - as Owner of the subject property .Y{ hereby authorize to,act on mybehalf, 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.Tools are not to be filled or utilized before fence is installed and all finale = ti inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services , p(rt Richard V.Scali, Director Building Division $ IMM9rA33LE, Paul Roma,Building Commissioner HAM %63 200 Main Street, Hyannis,MA 02601 ED www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print JOB LOCATION:� � � .�¢L-�Jy�'z-7'a 42 �— number street village '�— name home phone# work phone# CURRENT MAILING ADDRESS: cityhown 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 Persoii(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 requirem r ature of Homeowner_ ¢ Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed-person as it would with a licensed Supervisor.. The homeowner acting as'Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many.communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. HEATLOK01060 , Company Name C Cr � Phone Number sv-$_-�:7 5 =1 f L� Applicator Name Installation Date L ° r Jobsite Address [-�?�(-Sv�r��}�e�-� _ _ �7 A-Side Lot # s X � Permit Number B-Side Lot #'s F • • O . • • . alue Approximate • 1� 4; wa I t s��a- oc 3 Y UL-- a Attic/".p- 1 www.Demilec.com �` Q �'� :� � � GSDEMILEC V Y Y. �Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 �J up Dry 1 span No cantilevers 1 0/12 slope July 26,2016 16:34:29 BC CALCO Design Report -- - Build 4516 File Name: BC CALC Project Job Name: Barger Description:2nd floor girder Address: 1771 Santuit Newtown Rd Specifier: City, State, Zip:Cotuit, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: -2m fi Y R BO e 10-00-00 - - B1 i Total Horizontal Product Length=10-00-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,100/0 1,788,'0 1,575/0 B1, 3-1/2" 2,100/0 1,788 1 0 1,575/0 Live - Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf. Area(lb/ft^2) L 00-00-00 10-00-00 40 12 10-06-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 10-00-00 0 60 n/a 3 roof Unf. Area (lb/ft^2) L 00-00-00 10-00-00 15 30 10-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,344 ft-Ibs 31% 115% 3 05-00-00 End Shear 3,219 Ibs 30.1% 115% 3 01 05 08 Total Load Defl. L/999 (0.106") n/a. n/a 3 05-00-00 Live Load Defl. L/999(0.064") r n/a n/a 6 05-00-00 Max Defl. 0.106" n/a_ n/a 3 05-00-00 Span/Depth 8.2 n/a n/a 0,. 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 4,545 Ibs n/a 49.5% Unspecified B1 Wall/Plate 3-1/2"x 3-1/2" 4,545 Ibs n/a 49.5% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ' s b ZU Z Ire J0 U.01 Page 1 of 2 Boise Cascade Double 1-3/4".x 14" VERSA-LAM® 2..0 3100 SP Floor Beam\FB01 Dry 1 span No cantilevers 1 0/12 slope July 26, 2016 16:34:29 BC CALC@ Design Report ------ Build 4516 File Name: BC'CALC Project Job Name: Barger Description:2nd floor girder Address: 1771 Santuit Newtown Rd Specifier: City, State, Zip:Cotuit, MA Designer: Customer: Company: ` Code reports: ESR-1040 Misc: Connection Diagram Disclosure I b d— Completeness and accuracy of input must a be verified by anyone who would rely on • • • output as evidence of suitability for . particular application.Output here based c on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered •1 • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide d 24 = " or ask questions,please call b minimum =3" a minimum =2" = " (800)232-0788 before installation. - ' BC CALCO,BC FRAMER@,AJSTM Member has no Side loads. ALLJOISTO,BC RIM BOARDTM'BCI@, Connectors are: 16d Sinker Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Cascade Wood ` Products L.L.C. t �:1HE w Town of Barnstable Building Department-200 Main Street Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number:- B-2015-05943 CO Issue Date: 12/22/2016 Parcel ID: 023-017 Zoning Classification: RF Location: 1771 SANTUIT-NEWTOWN Proposed Use: 1090 ROAD, COTUIT Gen Contractor: Permit Type: Residential - Comments: aU :V- --1i / 2Z ` Building Official Da TOWN OF'BARNSTABLE BUILDING PERMIT APPLICATION ' Map Parcel Application # w 5z� , / r Health Division Date Issued Conservation Division Application Fee " Planning Dept. Permit Fee .00 Date Definitive Plan Approved by Planning Board ( P64 Historic - OKH _ Preservation / Hyannis Project Street Address7- yvs� 1 Village COTU P i Owner pr-�k!Z2 C B Address Telephone l 1 Permit Request . N CI.J j /� Ke— 1Gr,.�s Square feet: 1st floor: existing7l" proposed 7 t 2nd floor: existing 1 a proposed ".33 Total new 3.49 Zoning District 1` Flood Plain — Groundwater Overlay Project Valuationt2T)IMM Construction Type S3 Lot Size Aci?-'E Grandfathered: ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family a-' Two Family ❑ Multi-Family(# units) Age of Existing Structure L92o Historic House: ❑Yes orio On Old King's Highway: ❑Yes Rio Basement Type: &-full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) j:Zs� Number of Baths: Full: existing / new / Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing 4__new First Floor Room Count Heat Type and Fuel: L 1 Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes &1' o 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 0 Yes ❑ No If yes, site plan review# Current Use (D�N 11 At_C , Proposed Use _ Ke�3(DC' f�A—L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ -e Telephone Number Address /a� ot< �'-� License# Home Improvement;Contractor# Email ie C'e 9 .41 G Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATUR / DATE `�S� ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ��r�n1G> FRAME LY ri2?li� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL. . PLUMBING: ROUGH FINAL " GAS: ROUGH FINAL FINAL BUILDING M DATE CLOSED OUT ASSOCIATION PLAN NO. ` ; ', . ' Depar6rier�of1n�rial�c�fs . a O•,�zce aflm�erBgutions 600 W=w"gt=�S`freet Basted,MA 02ZII - www.rnr=gvV/Aff Workers' Compensation Insmonce Affdwffi-RArIer8/ContractorsMIecfx1dam0 mabers A-Ppficau.thbrmatibn ' Please h=tLee��' - ems: /v/• .�2Q�Es.��c�c Phaw#: ST)$ $/l� [E] re.you an emploprr?Check&e appropriate box; ' Type ofprof ect(rcgrsied): 0 I am a employw wig c 4. ❑I am a grnaal cow andI n4&y ca(hn and/or p�ti'me).* tape hoed�e 6. New camstrocti I am a sole proprietor or partaw- listed on the attached duet 7. ❑Re odeling ship and have no corployees These cta hmn8. []Demoliiiarl woda'ng forme m-my capacity. M*loyees,MdhM$ 9. ❑BmTding addbioa DJa 4POZiCL55'COIIIp•ineirr-,mrr_ COIIIp.memsinrr. . Mr&) - 5. ❑ We are a corporakian and 3 I0_ 1 Eiecfricalr;pa$s os addtions 3.[TI am a horuwwnar doing all wank officros have wised thou lL[]plmmbmgrepajrs or additions myself [Nowwk�'cow. ofexr�tionperMQ, aEl Roof repairs tncnrancn reqqirod.1 t r.1A§1(4�aad we hope no trlDyees. No wins' I3.❑Otiicr cam,filar acc requhmd.1 *Any thatrb.e bm #I=stx1mfmaut-&-=tioaWmshnwin && waa=ze o into�eos�aa amtiom. t M==wn=who sabmittbis nffirrk indite p gtLep am deioE aII wo�c®d$imbue v�ido e�actoa�stsnbmitanew afadavitindiroc� k-i>truirs thi2eberJcthis box»nut edtaebed ea edditiaaeI slat showingthe aloe�tbo lab-camas�md sty whdhQ nrnotthose des hope cMFI0Y=X-If the sub-eo��ts b:pe=FIU=,,thg mmtp¢endo their wmi=re camp.puHgy mob= I a in rue m"PLryQ that is provirbng7vorkea con p=atwn nz==w for xV ezn. ea Bela�v it the poTuy arsd job site 7nsraance Company Name: Policy#or Self irm Lic.#: F irationDafc: lob Sitc.Address: tag Lip: Affaea a copy of the work='componvatiott policy declaration page(showing the policy number and ca#7dott date). Feihae to sec=cavcrago ns requiredrender Sectian25A ofMGL rw M L-.m lead to the imposition of cannmal paaalg ' a fmo Up to$1,500.00 and/or aao-ycat hoprisarrm d4 as wrls as civ Z peazhjes in$u�of a STOP 0 ORDER and a a Of up to$250.00 a day against the violator. Be advisers that a copy of this sUt=m±=y be fnzwar-dcd to the Office of hwEStigations ofibc DIA forhmonnce covmmgo vtir6crad= I do he certify the pastas and prnalt=afP MJwY fhb the inforrnadun provided abova is true and cwr-=t S. Date- 7 Pbonc# 5�0� `fps` 8`//`�• Offidduse only. Do trotwrite tit this area,to be earn Pktcd by do or Anm o dmi . City or Town: pot-rnitl�iran.ce# -I=hL.-Authority(circle one): L Board ofHealfh 2.BmldingDepartment I ChyfTaim Clerk 4-Mechicallaspectar 5.1'lnmbinghispecfor _ _-- -• 6 Other Canfact Person: Phone fi Town ot-Barnstame Regulatory Services Richard V.Sca%Director, °+ Building Division r Tom Perry,Building Commissioner NAM ' 200 Main $yaoms,MA 02601 www towmbarns(sble mans Office: 568-862-4038 Fax 508-790-6230 HOM EOWNM LICENSE E EMMON DATE JOB LOCAlIl7hL•���7� tS.�M�i•!�/NC�y�O w.� l r CO 7�y� number sheet viIlnge • �iOMEOWNFR':.,���S �- �21�`P� ��8��� . name - home pbow 4 wo&phone CURRENT MAIL:M ADDRESS: Ao0,K Alf eo 7�,;! �/� CiLyho" sty zip code The current exemption for"homeowners"was extended to include owner-ogMied dwellings of six units or less md.to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOZYMOWNER Person(s)who owns a parcel of land on which he/she resides or hirnds 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 tD.the Building Official an a farm acceptable to the Building Official,that he/she shall be mMonsible for all such work performed_under the hQdLng 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 ofBamsteble Building Department minimum inspection pro and requirements and that he/she will comply with said procedures and requirements. eowner Appuval dBuilding Official Note: Tbre e-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control - • HOBC&OWNER'S ESIDV MON 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 ZIP This lack of awareness often ' results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed'apffist the unlicensed person as 1t would with a licensed Supervisor. The homeowner acting as Supervisor is,, ultimately responsible. To ensure that the homeowner is fully aware of his/her responsfbrTrties,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certifrcation for use in your community: Q:\WPFILEMRMSVnu1 ngpermit11msIIIPRES&doc ` '. Revised 061313 u Town of Barnstable Regnlatory Services NAM Richard V.Scali,Director BuDding Division Tom Perry,Building Commissioner _.._._.... ___...._.. 200 Main Sty Hyamiis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property OwnerMust Complete and Sign This -Section,,: . If Using A Builder. as Owner of the subject property hereby authorize to act on my bebA in all matters relative to work authorized bytbis budding permit application for. (Address of job) 'Pool fences and alarms are the responsl ity 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:MRMs:owNWE MISSMIeOOL4 a "" 33a'9a a� !3 i5 h'1 € r s u -:y„rl 1xrrp Il wit ' f�Is FdE' Joofsi�Lt;er�� .. ,,.; . �p Avr mi;, ( I.J 3 i 1 J f 9 3i 10 " P10 septic Inspection report on Poe as reared by law for a property transfer(transfer "I �+`�i I �'S v 1, ,s sz # F H'ih £ ISSuLu '�:}YNSlrYi piA A Pfis}j ', Y afready barred.)P rdmser%buidrg WrTd appkant didnt ne want o as he ww going to �> W. :. m a new septic s em.Deadfine s to brui in new septic plan(permit per TM., "„ r "E"" 3T 3 Pit Yst 0 d !><ppra' Y 3„I. 8 s p,sV mMelal f 3 ..c, ' 35 5 3!l l ., y33: t n E 3 091 19f 201S FSTE APPR no Increase N footprmt of Im d Ev - f E u AT " 09114r2015 MFAI APPR No need for Pumc Hearkl0 per m T0f01S SCDy APPR yy i 3: 3�cA E 3 f Y 1 f! 10f02/201S APPR & G Yv 3 vJP - 9,✓i�3a S# v a r ,G K � ,_.j ggq�sste �+' a igEEnLQfiP€f' ^� �'. �1,::3 a .,;�3� k� t��i ,r, ' ...�•.:� r���a,� } �5��s d33 31113 ✓. 3,? ( �_.�,_E 3�... - yy ; J' Ide df ao a a ENi r 3'^ i 3 aSr , t P a A e8 at W v (F' N �E F gaff € m , t RM Will __ 3 4r t`.�,£:. 333 j3 3 ��'�7} �3� '. 19 3 � �i � am � �m�Asy'3J�ry a yy,� °r' HO, A- lY J E A t` kkAll, Ek r3 .v, Ph.! 3 A '•t i r.A c 3 •v! 3 1 a�' 13 a i' H.,.E a � 1 � �t �' � 333( 1 1l3 �3l3 33 a. ', $ 'fJ rA3 'i 9�.vv ft2r3f ru ^DY f3 J Nil, 9 € S £NOW „r3,.;a u r i �s- � sa G li t'nw#f >j k- ! �� t �Sforis E � i ✓ �P�€ a m €' '3� da(rn�diH 3 <�' € t,a ;�� � u P' .3,,.✓ � 3 �€ �rsj Bs� - `�.,... � y{�'::3 r ��t _ y: .: ,.. ,;;, f E"a','� j.. ,...: ! .•;' y :2 3 3 3 77,f�'...:3 u, Y��sld' d�i 3 f. I Vv�y��`Y'ri' .: 3 i t� -. 3 "- (aL 8 ��� € €n J a Sl3:, [ � E 1. 3 3 i t -• ._ `3Y1 l - u , C& 1 1 . v C Town of Barnstable *Pe.rmit Permit S ICJ Expires 6 mon r sug e Regulatory Services Fee BAMEMABLE MAC'1639. Richard V. Scali,Director �� ArfD MA't� Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY .Not Valid without Red X-Press Imprint Map/parcel Number 3 Z Property Address ! ?Z C!Residential Value of Work$34f20'yva - Minimum fee of$35.00 for work under$6000.00 " Owner's Name&Address,:Y, ) 2 *rj Contractor's Name'0;1t_e_ 0 c®2 Telephone Numbet's-A Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ®C r �8 ®2 ❑ I am a sole proprietor , TOhh I i®15 Zf-T m the Homeowner ''V 11� OF p �/�, ❑ A I V.I have Worker's Compensation Insurance � S A®r c Insurance Company Name lC Workman's Comp.Policy# , Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) �^ [t-<e-roof(hurricane nailed)(stripping old shingles) All construction'debris will be taken to P14A ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) . EP- Le-side �- [Replacement Windows/doors/sliders.U-Value aximum.32)#of windows Y #of doors: ❑ Smoke/Carbon Monoxide detectors'4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is ' required. SIGNATURE: QAWPFILEST0 building permit formsT S.doc Revised 040215 ' Department nf�iidusirial�crts . ; LA Office n,flmertigafionr J- 16001 wh *trm Street Bestor4 M4 02ZZI - ' www.m�rgw/dia _ . Work=' COMP ens.. aeon Insurance Affldzv&gMders/ConfracfnrslIIecfriczans/Plunbers Applicant Information Please PrnitL jf - _ Ad�ess: O/' .�2 a�Es�•e fie. • City/S elZip; C'o7�ai�' �� 0o743S Phome-#- SZ)$ 4115 Are You an employer?Check the appropriate bow Type of pro f ect(regtm ed); I.(] I am a employer wra 4. Q I mu a gcn ca akmctm and I employees(M and/or pmt-ti=).* have band$he mb-ro*act= 6 []New coon 2.[] I am a sole plapdotor or pm am- Iistzd oa iha attached sheet 7. ❑Bamdclnngl. " for nu m�Yees These sab-ca*acbm bawo ems' B. []DemoIi MY� Y• $ 9. Bmlding adrirti [No worl='COMP,fiWdrM co a� I 5. Cl We we a cbiporatian and its 10.❑Blact icalrepatm or additions3. I a u a ha�ownor doing an work officam have excised ti= I L E]phanbmgrepairs or additions mysdf [No waflae eoMi. . xi&of mmmPiianper MGL IZ.Q Roof repairs insmmmcxrcq�zd jt a L52,§IC4),and we haven ❑ .. e'mploy=[No wad=e 13 *1�Y e�pIieaatttmt boz l mm;t aLsa S auttm oeetion below shawbrfi cwoxbs'eompeasst=policy i&mafi 11 t gnmww=zs yvhc sab xk&is affidavit iodiatm9 fi T Qn damg sH Wmk=d tfieahae outside caIema unstm>aartLUW g=dL h�Oa4-aCft—ihdCbeck&h box Emit edtecbed sa edditioaal dmdsbovviagtw rime oftbe sa,=h=t¢a and sbb whd5a ar m t&==&i s have CP1oY-&Iftho sub- b".emPbY=-fti9=MMtFUvide tl=wadwe camp.Pettey=UbM F am an mpIoyer that is pt avidrng7porkas'cou pars�ran narrrra w for ary rarplayam May it the pabcy and jab sit. ii,�arrnation. _ _ - Insmsnco Compmy Name: Policy#or Self-ins.Lic.# - g�irationDate: - rob Site Address: C `/StaiP1lp: AftaA a copy of the Workers'compensation porky d?eclaraiion Page(showing the Porrcy number and e3ph7rdon chit). . Fazlnre to secare wv=p as roqunzd msder SectioaZA ofMGL r.M can lead to the ffigosiiim of aimmal peoalties Of EL fma up to$1,500.00 and/or ano-year inrpris—erg as Well as ChR proalfies in ffe form of a STOP WORK ORDER and a fine of iip to$250.00 a day against the viphdor. Be advised that a copy of ibis stdcmcatmay be inawm&d to the Office of hNestigatioas of the DIA far insurance cavemgc vrri&zfloa. I do haeby�Y the pars imd p=a&&a ofpm jray that Ile tnfarmation proviAd above it tmz and wired. 5. Date: - Phone s FF usecty. Do not tvrifa tit this area in be eotr pk&-d by d&or tom q f uitrt : rifpeaLEh 2 Bta1dmgDeazfoae�ut 3. ecfor 5.Pbambiag7nspectar n: Phone Laformation ,and Instructions ': " • ' t . Massachusetts GeMiat Laws cbep6er ls2=ZMW all augtoyeis m provide wod='campeasatiom far fiudz empIIUCi s.' rmmuwd to this stdtatc,an n vIcyre is defned as'..every person in fie sm-nce of another under any contract ofhir, express or impli4 oraI or wrhm." AjLmW dyer is defined as"an.individ aaI,pmt=mbip omosfipm,cmporaiion or other legal ecdrty,or any fwo or more of the mregoing mgaged m a joint and mclndmg the l%al rep¢es=tdjves of a deceased emploM or f m receiver or trasPoe of ail individnal,pa�hip,association or Dd=Iegal entd7p emplapiag mnployees. However fbe owner of a dwelling house bavingnatmore than three apaximeats and who resides fberch;or t ho occupant of the- dweilmghouse of eaotherwho employs pecsaw to do mainftmnce,caaskudica or repairwotic o4 such dwelling house or on the grounds or buil ft app rfim f=-&shallnot becanse of such employnu d be deemed to be an enployrs." MCL chapter lA§25C(6)also states ffid aevcrystste or local rlr am mg agency shall withhold$re issuanee or ' too mate a business or to construct b in the commonwealth for any o a e or permit renewal f license l' op mate has not produced acceptable evidence of c6nipliance with the tissue m coverage required." Additionally,MGM cbapft 152,§25C(7)states'Neither the mmmgawcalih nor any ofits political subdivisions shall ...... eater info arty cmdract for the per o=vmm ofy6hr.wadcmrhT acceptable evidence of camlpligaw*tb ffie msurm=.. ants of this have been1im euied to the=*wting auffi ity:' Applimris , Please fill out the wmi=.,'compensation affidavit completely,by checidag the_bmces:flat apply to your shadion and,if may,sWyply sib-mntraator(s)nM3U(s),ad&=-s(es)andphame ra— er(s)along withthew'certfcefe(s)of insurance. LmAted Imbiili y Companies(LLq or Limited Liability Partneasbips(LLP)wimno employees other than the members or pmt mcs,are not requied to racy worms campeasaticn iusm$nce. If an LLC or LLP does have employees,apolicy is rzgairv. Be advisedtbatihb affidayltmaybe snbmited to the Depai neat of Indastdal Acciderfs for duration of insurance coverage. Also be sure to sign and date-the sff da4it he affidavit should that the Iiastiom far the or f tense is being nottheD mtnmtof be retmmed to me orgown �g eP �Y aPP ]?� IadnstdaI AzcMc tL Shouldycu have any questions regarding the law or.ifyaa are regaiied to obtain a waxl=s' campeosaiion policy,please call fare Departme3t at ffie number Bated below Self-insured companies should mter f9eir self-hNuance license number on the appropriate Ifin r City o Town Officials , Please be sm a that the affidavit is cmmplen and pmded Iegmly. The Department has provided a spars at the boti�om of the affidavit far you to f Il out in the event the Office of rnmestig moans has to conf ct you regarding the applirauf. Please be sure to fill in the pezrart/Iiceme mmrber which wM be used as a refereacm number. In addition,m applicant that nmst sabmit mulfipIe peandliceose appl mtoos m any gives year,need only sabmit one affidavit indicating cmxmt policy h f mani&an(if necessary)and under`Job Site Address"the applicant should wrm"all locations in (city or town)."A copy of the affidavit fhat has been officaal�r stamped or noticed by&city or town may be provided to the applicant as proof that a valid affidavit is on file for f ore pmmits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtamming a Iirense orpermnotielatrdpo any business or�mercial veaiiut<o (fie. a dog license cr permit to bum leaves etc.)said person is HOT regah-ed to complete this affidavit: . The Office of Trvmf galicos wouldlilm to thankyoain advance foryoar cooperation and sbimOyou have any questions, please do not hesitate to give us a call. The Dcpartmenfs address,Wcpham and fa number c cammuawedft of Massac111use#s - Depatamt aflnftstdal Awk1ei . mice of 1mvesagatio= 'Ted,#617-M-49W cESt 406 or I 477 MA CAM FVE#617 727:7749 Revised 4-24-07 Tnq TAH& Town of Barnstable ,Regulatory Services VE r° Richard V.Scali,Director ti Building Division wSrAB Tom Perry;Building Commissioner MASS. 9 039. �m� 200 Main Street, Hyannis,MA 02601 �A'ED"AAA www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LILENSE EXEMTION Please Print DATE: JOB LOCATION: /77� c�i4�r,•l i--r ^/f/'��.✓/d 41/1 /�/,/ � number street /�t village s� ..HOMEOWNER"l)'A �S A� e 13A „7-Q� name home pho �- work phone# . CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,' bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedure d requirements d that he/she will comply with said procedures and requirements. Si offfoSieowner 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. l . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &RegulAtions for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page' of this issue is a form currently used by several towns, You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 1 T Town of Barnstable tED MA't A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder I,� it2S 1 /Z��'2 ,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) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPHLESTORMSUilding permit formsEXPRESS.doc Revised 040215 AFFIDAVIT I, Alfred E. Martin,a/k/a Buddy Martin,of 124 Grove Street, Cotuit,Massachusetts, after being duly sworn,do depose and say as follows: 1. I was born in 1933 and was raised across the street from the property known as 1771 Newton Road,Cotuit,Massachusetts. I've been familiar with that property and its occupants for pretty much my entire life. Alvin and Margaret Souza purchased that property in 1938 when I was four or five years old. Early on,there was a single family home in the front of the property where Alvin and Margaret lived. There was also a workshop in the rear of the property that was converted to a single family home in 1954. 2. Alvin and Margaret Souza lived in the front home until their respective deaths in 1986 and 1997,at which time,their grandson,Alvin Murphy,moved into the front home. Alvin resided in the front home until his father,Jerry Murphy, Sr.,died in 2008. In 2008, Alvin's brother,Jerry Murphy,Jr.,moved into the front home,where he lived until his death in 2014. 3. I was close friends with Donald Souza,nephew of the said Alvin and Margaret Souza, from our early childhood. Donald and his wife,Judy,moved into the rear home in 1954 or 1955,living there until Eva Murphy,daughter of Alvin and Margaret Souza,and her husband, Jerry Murphy, Sr.,replaced them in 1957. 4. Jerry Murphy,Sr.,and Eva Murphy raised their four children(two boys and two girls)in the three bedroom rear home and lived there continuously from 1957 until their respective deaths in 2008 and 2009. After Jerry Murphy, Sr.,died,his son,Alvin Murphy,moved from the front home to the rear home with his mother,where he has lived to this date. SUBSCRIBED AND SWORN TO under the pains andpenalties of perjury this day of April, 2015. A*Z. Alfred . Martin' COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this day of April,2015,before me,the undersigned notary public,personally appeared Alfred Martin,proved to me through satisfactory evidence of identification,which was {�,`�,,,,,_ D ,to be the person whose name is signed on the preceding or l-7 6 E � ,/u JC- PA- W� ✓Jo C�ha rJ IUiV�ha� Z6f- e r ' AFFIDAVIT I,Alfred E.Martin, a/k/a Buddy Martin, of 124 Grove Street, Cotuit,Massachusetts, after being duly sworn, do depose and say as follows- 1. I was born in 1933 and was raised across the street from the property known as 1771 Newton Road,Cotuit,Massachusetts. I've been familiar with that property and its occupants for pretty much my entire life. Alvin and Margaret Souza purchased that property in 1938 when I was four or five years old. Early on,there was a single family home in the front of the property where Alvin and Margaret lived. There was also a workshop.in the rear of the property that was converted to a single family home in 1954. 2. Alvin and Margaret Souza lived in the front home until their respective deaths in 1986 and 1997,at which time,their grandson, Alvin Murphy,moved into the front home. Alvin resided in the front home until his father,Jerry Murphy, Sr.,died in 2008. In 2008; Alvin's brother,Jerry Murphy, Jr.,moved into the front home,where he lived until his death in 2014. 3. I was close friends with Donald Souza,nephew of the said Alvin and Margaret Souza, from our early childhood. Donald and his wife, Judy,moved into the rear home in 1954 or 1955,living there until Eva Murphy, daughter of Alvin and Margaret Souza, and her husband, Jerry Murphy, Sr.,replaced them in 1957. 4. Jerry Murphy, Sr.,and Eva Murphy raised their four children(two boys and two girls) in the three bedroom rear home and lived there continuously from 1957 until their respective deaths in 2008 and 2009. After Jerry Murphy, Sr., died,his son,Alvin Murphy,moved from the front home to the rear home with his mother,where he has lived to this date. SUBSCRIBED AND SWORN TO under the pains and penalties of perjury this day of April,2015.. , Alfred . Martin COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of April, 2015,before me,the undersigned notary public,personally appeared Alfred Marlin,proved to me through satisfactory evidence of identification,which was ,,,,,, D )/' ,to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Notary Fubli My Commission Expires: Il —a f ,� II d 2 attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. y Notary.Publi My Commission Expires:___It--a--, 1 E 2 w The Town of Barnstable 1659. Department of Health.Safety and Environmental Services Ecr�r►'t Building Division 367 Main Street,Hyannis MA 02601. Office: 508-862-4038 Ralph C-rossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION. i77f NewfryW h en-Ir31 r N,-,ss Location of s14 (address) 7, Property owner's name Telephone number Size of Shed Map/Parcel# AA 7 0Cf y 9 Signature 61V Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) '� �?�/ P1- THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN y Q_forms-shedreg r '32.7 .9 i y _ C 8, i 69.2 18 - i�68.4 -- ------6 7.4 El 64•8 17 �9' --- }_ - �.6 7• - ��36.1 \ r 65-2 10 {60• —'�—.----_. ,1 P j Q i�68.8are'or shown on this Plan 0 do not re s only - reta!tionships to phy, n,a yam, � r?t ctual . 11 °bier -� 3.4rnstable Assessing Search Results Page 1 of 2 rJ r s � Home: Departments:Assessors Division: Property Assessment Search Results i 1771 SANTUIT-NEWTOWN ROAD Owner: SOUZA, MARGARET M Property Sketch Legend This property contains multiple Please use the navigation below the sketch to brc Map/Parcel/Parcel Extension 023 /017/ Mailing Addresst s SOUZA,MARGARET M ''3'"'"`` C/O EVA S MURPHY 1771 NEWTOWN RD COTU IT, MA.026353 3333 Assessed Values: x/ Appraised Value Assessed Value Building Value: $97,700 $97,700 Additional Sketches 1 121 Extra Features: $0 $0 Click Here for print version that displays all sk( Outbuildings: $0 $0 Land Value: $57,500 $57,500 Interactive Property Map: ap requires Plug in: Totals:$ 155,200 $ 155,200 1 have visited the maps before Show Me The Map April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SOUZA, MARGARET M 1/15/1991 7411/212 $ 1 SOUZA,ALVIN R& 536/388 $0 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $ 1,458.88 Town Fire District Rates Other Rates 9.40 Barnstable 2.88 Land Bank 3%of Town Tax Cotuit FD Tax $291.78 C.O.M.M. 1.54 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 6/25/2003 ,B�irnstable Assessing Search Results Page 2 of 2 Cotuit 1.88 Land Bank Tax $43.77 Hyannis 2.89 West Barnstable 1.96 Total: $ 1,794.43 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.77 Year Built 1920 Appraised Value $57,500 Living Area 1080 Assessed Value $57,500 Replacement Cost$67,506 Depreciation 25 Building Value 97,700 Construction Details Style Cape Cod Interior Floors Pine/Soft Wood Model Residential Interior Walls Plastered Grade Below Avg Heat Fuel Oil Stories 1 Story F A Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 3 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 6 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 6/25/2003 Barnstable Assessing Search Results Page 1 of 2 1771 SANTU IT-N EWTOWN ROAD Owner: Assessed Values: SOUZA,MARGARET M Appraised Value Assessed Value Map/Parcel/Parcel Extension 023 /017/ Building Value: $97,700 $97,700 Mailing Address Extra Features: $0 $0 SOUZA,MARGARET M Outbuilding: $0 $0 C/O EVA S MURPHY Land Value: $57,500 $57,500 1771 NEWTOWN RD COTUIT,MA.02635 Totals: $ 155,200 $ 155,200 Sales History: Owner: Sale Date Book/Page: Sale Price: SOUZA,MARGARET M 1/15/1991 7411/212 Isi SOUZA,ALVIN R& 536/388 Iso Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $ 1,458.88 Town Fire District Rates 9.40 Barnstable 2.88 Cotuit FD Tax $291.78 C.O.M.M. 1.54 Cotuit 1.88 Land Bank Tax $43.77 Hyannis 2.89 West Barnstable 1.96 Total: $ 1,794.43 Other Rates Land Bank 3%of Town Tax Due to rounding differences these values may vary Land and Building Information Construction Details Land Style Cape Cod Lot Size(Acres) 0.77 Model Residential Appraised Value $57,500 Grade Below Avg Assessed Value $57,500 Stories 1 Story F A Exterior Walls Wood Shingle Building Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp Year Built 1920 Interior Floors Pine/Soft Wood Living Area 1080 Interior Walls Plastered Replacement Cost $67,506 Heat Fuel Oil Depreciation 25 Heat Type Hot Water Building Value $97,700 AC Type None Bedrooms 3 Bedrooms http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeS ervices/Finance/Assessing... 6/25/2003 r Bo astable Assessing Search Results Page 2 of 2 Bathrooms 1 Bathroom Total Rooms 6 Rooms Extra Building Features Code I Code Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP ICarport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) y 1' li i _. E i � f F fn ,33",� i,ii31 33�gp?� http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 6/25/2003 Parcel Detail Page 1 of 2 ,:. y HARM AHl_1-1i. \t � MTV ` "�� i� C`_//✓✓���JJL'G'`C//L�t���/ �GC� ~ Logged In As: Parcel Detail Thursday, March 4 2010 Parcel Lookup Parcel Info Owner Info owner MURPHY, EVA S ' Co-Owner 1 Streeti 1771 SANTUIT-NEWTOWN ROAD I Street2 city COTUIT I State MA Zip02635 Country? Land Info Acres 0.77 use'Multi Hses MID L-01 I Zoning,RF _ Nghbd 0105 Topography Above Street Road Paved utilities Public Water,Gas,Septic -I Location Construction Info Building 1 ofl24- 10 1 YLJ�A our 1920 truct Gable/Hip ( wall Wood Shingle 5 Effect Roof AC Area 987 I Cover Asph/F GIs/Cmp Type'None Int Bed Style Cape Cod Wall Plastered ) Rooms t3 Bedrooms I M91 Model Residential I Int i Bath 1 Full Floor + Rooms Heat I Total t._ Grade Below Average. I Type Hot Water I Rooms,6 Rooms Heat Found-; Stories 1ory F A St Fuel Oil I ation'Typical Building 2 of 2 e nth Year 1945 Roof Gable/Hip ' EXt'Wood Shingle Built Struct __ Wall' Effect Roof -mp AC," 1277 Asph/F GIs/C None 1�C/ Area Cover Type Int Bed Style Ranch Wall Drywall Rooms i2 Bedrooms Model Residential ( Int I Bath;1 Full Floor Rooms Heat. Total Grade,Below Average I Type Steam Rooms'6 Rooms Stories 1 Story Heat Oil Found- Typical Fuel ation —�t - . 77 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=1239 k '15 3/4/2010 Isarcel Detail Page 2 of 2 Permit History Issue Date Purpose Permit# Amount Insp Date F2/02 mments 9/4/2003 Re-roofing �71307 1$9,000 10/8/2003 12:00:00 AM Visit History Date Who Purpose e 12/16/2009 12:00:00 AM Tony Podlesney In Office Review 3/29/2005 12:00:00 AM Paul Talbot Meas/Est 10/28/2003 12:00:00 AM Paul Talbot Meas/Est 2/24/1999 12:00:00 AM Frederick Stepanis Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 8/20/2009 MURPHY, EVA S 23977/183 $10 2 9/15/2003 SOUZA, ESTATE OF MARGARET M 17639/195 $0 3 1/15/1991 SOUZA, MARGARET M 7411/212 $0 4 1/4/1991 SOUZA, MARGARET M 7405/101 $0 5 2/19/1938 1 SOUZA,ALVIN R&MARGARET M 536/388 $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2010 $153,500 $0 $0 $121,100 $274,600. 2 2009 $146,400 $0 $0 $156,900 $303,300 3 2008 $161,300 $0 $0 $163,500 $324,800 5 2007 $160,800 $0 $0 $163,500 $324,300 6 2006 $147,500 $0 $0 $177,700 $325,200 7 2005 $130,800 $0 $0 $161,500 $292,300 8 2004 $118,100 $0 $0 $121,200 $239,300 9 2003 $97,700 $0 $0 $57,500 $155,200 10 2002 $97,700 $0 $0 $57,500 $155,200 11 2001 $97,700 $0 $0 $57,500 $155,200 12 2000 $71,700 $0 $0 $35,700 $107,400 13 1999 $56,200 $0 $0 $35,800 $92,000 14 1998 $56,200 $0 $0 $35,800 $92,000 15 1997 $36,500 $0 $0 $31,300 $67,800 16 1996 $36,500 $0 $0 $31,300 $67,800 17 1995 $36,500 $0 $0 $31,300 $67,800 18 1994 $36,700 $0 $0 $32,200 $68,900 19 1993 $36,700 $0 $0 $32,200 $68,900 20 1992 $41,800 $0 $0 $35,700 $77,500 21 1991 $67,300 $0 $0 $67,000 $134,300 22 1990 $67,300 $0 $0 $67,000 $134,300 23 1989 $67,300 $0 $0 $67,000 $134,300 24 1988 $66,500 $0 $0 $37,200 $103,700 25 1987 $66,500 $0 $0 $37,200 $103,700 26 1 1986 1 $66,500 $0 $0 $37,200 $103,700 / Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=1239 3/4/2010 - 91y1o�� oft tom, Town of Barnstable *Permit# ? f 3 6 f7 Expires 6 months fro m issue date BARNSTABLE : Regulatory Services Fee NAM 9 039. Thomas F.Geiler,Director • Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 X.PRESS PERMIT Office: 508-862-4038 Fax: 508-790-6230 S�P 0 3 2003 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY { Not Valid without Red X-Press Imprint TOWN OF BARNSTABLE Map/parcel Number ✓ s Property Address t Residential Value of Work Owner's Name&Address (5u A 15 /7)U golkm c Contractor's Name Telephone Number. Home Improvement Contractor License#(if applicable) r Construction Supervisor's License#(if applicable) '❑Workman's Compensation Insurance Check one: [K I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Worlmian's Comp.Policy# 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. 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. Home Improvement Contractors License is required. Signature Q:Forms:expmtrg Revise053003 The Town of Barnstable • BARMA= • 9MAM ���' Department of Health Safety and Environmental Services 0,9" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Grossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION Location of slied'(address) o pt Property owner's name Telephone number Size of Shed Map/Parcel# Oct 9 97- Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) � (l�/ W THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg .9 .3 , X/69.2 t X 7 3 .1 18 P i 68.4 --------------- i�68.8 >\ 67,4 _ / El �64.817 >\ 36.1 65-2 10 60. am forash sh►w on this Plan SY relationships repr " oniy O Ps to p�ysica obi cts 11 � 67 c/-7-�1�� 5G ,��,k Neuown2cQ� -- \z R Town of Barnstable Regulatory Services anxly N. Thomas F.Geiler,Director 1639. � Building Division 8 �ATEG MAr s Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 14,2000 r' Eva Murphy 1771 Newtown Road Santuit,MA 02635 Re: ' Solid Fuel Stove application package for 1771 Santuit-Newtown Road,Cotuit r 4 Dear Ms Murphy: An application for a building permit shall be deemed abandoned six months after the date of filing,unless such application shall have been diligently prosecuted and a permit issued. Your application,dated 11/5/99, is now void and,therefore,is considered abandoned. If for some reason you have begun work,you have done so without benefit of a permit and are herewith so notified that it is a violation of Section 110.1 of the Massachusetts building code. If you wish to proceed under either of the above conditions,a new application is required and a permit issued prior to starting and/or continuing work. Enclosed,you will find your check in the amount of$25.00. Sincerely, Kathy Maloney .-Office-Assistant . ARRY L.MURPHY,SR. EVA S.MURPHY-if 6808 1771.NEWTOWNROAD a ". SANTUIT,MA 02635 ; 4 *,-" yr 3 53 574l0113 pay to the stablf ision CAPE ' l�allar8 s CODBANKA US aCOMPANY eet r " A '� s m� a k 8•�`� P d.{s. 0261•r ! ) 1 �h F1 }F,s�n P 'ai' ,�. J P" g�''b t" r 1x7 /y "fir !�': (1'il �° f.�Y!°� �S�is t.�(� �"�SY"�r"eiilp {(°� .yi s $b�+',r✓rt"-1 r�4 rn� � i i 9 . _ <,r .. ,d , ra } . '«.�.M, ter".'! annsncrxlEaue taatlsza7azl coweoY k, �v + rr`P Eva Murphy 1771 Newtown Road Santuit, MA 02635 �a Department of Health Safety and Environmental Services Building Division,' 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner i TOWN OF BARNSTABLE Permit:`' r SOLID FUEL STOVE PERMIT Date: Fee: CIO er: �. �� O vs i�� r �->'+P L Phone: Address: /77/ /1� ��%� Village: �=d�1�� /�✓� G BZc� �/ g Map/Parcel: 0,R 3 D/7 Date: Stove A. New Use B. Type: diant Circulating C. Manufacturer/�� ��'��� ��� No. G D. Model No.: Chimne A. Ne /Existin (If existing,please to a o' last c nine / g B. Flue Size $� )C � -C. Are other appliances attached to Fre? I`/ D. Pre-fab Type and Manufacturer *14 E. Masonry: Line ned Hearth A. Materials: e��m 1. B. Sub Floor Construction: Installer �n / 7L Name:�k1�/lI toll A41 SC1 n Address: /-7 i /U i wT7J 0 Phone: 4��g 6 �� 0,1)7-V I Location of Installation: �m APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc k)� - -co -� ilt`6( 4_ J I ) NOTES: T-8 o'-r s'-3" 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD HARVEY 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, A251 I DETAILS,&FINISHES IN THE FIELD WITH OWNER j 3.) ALL CONSTRUCTION TO CONFORM TO 780,CMR MASSACHUSETTS �,�s' STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 EXIST. 4.) VERIFY ALL WINDOW/DOOR DETAILS W/OWNER MUDRO :3 OM DOOR 5.) 110 MPH EXPOSURE B WIND ZONE 4'-5" 3--3" # 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, HA Ev - OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 6068 ING HARVEY DOOR TW20210 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL �- --- SINK I SIMPSON COMPONENTS 9.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE m Y Z REMOD. DURING FRAMING CONSTRUCTION TW2442 REMOD. I KITCHEN O I 10.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE DINING o �I RANGE Q� I (VERIFY KITCHEN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS _ LAYOUT W!OWNER) CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 3 HARVEv - TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) Z I I I NEW 4 X 6 POST UNDER TW2442 - FENESTRATION SKYLIGHT CEILING' WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMEN!SLAB CRAWL SPACE WALL 10'-8" U-FACTOR U-FACTOR R-VALUE R-VALUE R VALUE R-YALUE R-VALUE ft-VILLUE EACH END OF BEAM © NEW D.ffi 0.60 49 20 30 1.1e IG(2FT.DEEP) tuna © , _¶ NOTES: 711EF __ II 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. A 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR A4 OY`y 4 OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL UP 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS HARVEY HARVEY ' q A251 REMOD. A251 q - TEMPERED BATH ON TEMPERED c NEW NEW ©SMOKE DETECTOR NEw ©CARBON MONOXIDE DETECTOR CLOS. ®HEAT DETECTOR ®A ©' NAILING SCHEDULE © EXIST. 110 MPH EXPOSURE B WIND ZONE EXIST.HARVEY LIVING HARVEY JOINT DESCRIPTION NO. OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING TW2442 BEDROOM _ TW2442 ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d I EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"D.C. q HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES a o I FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST HARVEY HARVEY HARVEY HARVEY BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END TW2442 TW2442 TW2442 TVV2442 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST EXIST. - 1 JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST COVERED - BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST PORCH BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d tOd 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 21•-0" CEILING SHEATHING: ' PLAN GYPSUM WALLBOARD 5d COOLERS— — T EDGE/10"FIELD FIRST FLOOR WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) LEGEND. STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD 1/2-&25132"FIBERBOARD PANELS 8d 3"EDGE/6"FIELD ' 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10-FIELD EXISTING WALLS FLOOR SHEATHING: ` CONSTRUCTION TO BE REMOVED WOOD STRUCTURAL PANELS(PLYWOOD) r r-- 1'OR LESS THICKNESS 10d 6"EDGE/1 "FIELD L_—J - NEW CONSTRUCTION GREATER THAN I"THICKNESS 180d 16d 6"E GE/6?FIELD THE,�(/{�\`' R ERRORSIGNERSHALLBERE FOUND ANY SCALE : DRAWING NO.: NEW O - ADDITION/REMODELING F O■ \• ERRORS OR OMISSIONS ME FOUND R Ea E:K u COTUIT BAY DESIGN, LLCTHESEDRAWINGS PRIORTOSTARTOF CONSTRUCTION.THE BUILDING CONTRACTOR 1/4" = "I 1-011 WILT.BE RESPONSIBLE FOR THE CONTENT 43 BREW STER ROAD R RESIDENCE IN THESE MENCEAWINGSIFCONS RUCTION /` R V/E� Y RE S I D`N C E COMMENCES WIT EORERZTIFYIOF THE MASHPEE MA. 02649 H DESIGNER OF ANV ERRORS OR OMISSIONS. DATE : p THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF FAX(508) 539-9402 COTHESENTOFT THE NDERTHE HE EN 10/1/2015 Al 1771 SANT'UIT NEWTOWN ROAD COTUIT, MA CONSENT OFTHE DESIGNERU PROTECTION ARCHITECTURAL COPYRIGH T PROTECTION ACT OF 183p. P.T.4 x 6 POST ON 10"DIA. CONCRETE SONOTUBE W/ 24"DIA.BIGFOOT FOOTING T-8' 10'_t• 6'-3" UNDERNEATH TO 4'0"BELOW T-8_ 10'-1• 6'-3" GRADE.USE SIMPSON ABU46 POST SAS&LCE4 POST CAP 2-P.T.2.10's I 12'-0" 1 '-0" P.T.2 z 8's 16'o.c. I o I ..RV El TW2842 P.T.2 z 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"D.C.STAGGERED W/JOISTS HANGERS EXIST. VELUX— REMOD. BASEMENT SKYLIGHT LA13OVE J BEDROOM NEW I ALLY COLUMN& - FOOTING UNDER END OF BEAM CLIPPED 6 8 GIRT ' A o OS. © F\-i A A ---- L�--J L+J -a © A 4 A4 `.y 4 4 -- -- -11 r w HARVEY N V V 2'4"DOOR r I—,—I 4 m IX o TW24310 BA;f H �4 © DN 2 9 Q I I I 4 O -8" © O o o I I I w L J—L_-1 J a = Tx 3' 00 m LL Ua II LOS. CLIPPED 2'61 DOO O r 6 x 8 GIRT REMOD. �- -� L- J LUX -1 BEDROOM 9'-0" 6'4' VSM04 SKYLIGHT LABOVE J - ANDERSEN TW2842 I I 712'-0" , I I I INSTALL FLASHII G UNDER I I I HOUSEWRAP 8 ECKING L— OUTLINE OF PORCH ABOVE J j AZEK DECKING 1 21'-0" EXISTING HOUSE 21'-0' FLOOR JOISTS SECOND FLOOR PLAN - 7PT PT2x6's�,6"DD FOUNDATION PLAN L&STICK MBRANEDGER&®ECK DETAIL GER BOARD LAG BOLTED TO ING W/(2)LEDGERLOK BOLTS 16"o.C.STAGGERED W/JOISTS HANGERS TH DESIGNER OR OMSICNS E UN ARE FOUND ON ERRORS S N"V SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. TNESEORNWINGSPRIORTR OINGCO OF WILL BE RESPONSIBLE FOR THE C NTR*CTD 1/4" - 1'-0" 43 BREWSTER ROAD //'�� IN THESE DRAWINGS IF CONSTRUCPON �A R G E R R E S T®E N C E COMMENCES WITH OUT NOTIFYING THE . ly ASHPEE MA• 0264"7 _ DESIGNER OINGS ERR ORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508)274-1166 OF THE RW NGOTEQ MY OTHER USE OF FAX(508)539-9402 COTHESENTOFT EDESIGNERUNUIRES ERTHEN 10/1/2015 Az 1771 SANTUIT NEWTOWN ROAD COTUIT, MA ACT HE DESIGNER UNDER ACT OF ICTURAL COF^.'RIGHT PROTECTION 12 2� TOF OF PLATE TOP OF PLATE ZD aQ � p4 12 12 12 SECOND FLOOR EXIST. SECOND FLOOR EXIST. CJ Q EXIST. SUBFLOOR SUBFLOOR y TOP OF PLATE TOP OF PLATE v [El � � Z SIURBTFOORSCFLR 0 ' FIRST FLOOR II II II SUBFLOOR LJ FRONT ELEVATION RIGHT ELEVATION NEW FASCIA,FRIEZE,8 NEW ASPHALT ROOF SOFFIT BOARDS TO SHINGLES MATCH EXISTING NEW RAKE BOARDS TO MATCH EXISTING 12 �]2 TOP OF PLATE TOP OF PLATE NEW CORNERBOARDS 70 MATCH EXISTING 12 12 -- 12 Q EXIST. SECOND FLOOR EXIST. 12 SECOND FLOOR EXIST. NEW W.C.SHINGLE SIDING SUBFLOOR_ Q EXIST, SUBFLOOR TO MATCH EXISTING TOP OF PLATE TOP OF PLATE Li x x w w-Ed I FIRST FLOOR FIRST FLOOR SUBFLOOR SUBFLOOR_ I I LEFT ELEVATION REAR ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: Ea COTUIT BAY DESIGN, LLC NEW ADDITION/REIVIODELING FOR: COSTRUCTN.I HPRIOR TO E BUILDING OsTR 43 BREWSTER ROAD WILL BERESPONNSIBLEFORIT'ECo ENT 1/4" = 11-011 IN THESE DRAWINGS IF CONSTRUCTION CONMASHPEE MA. 02649 BARG E R RESIDENCE THES E RAWNITHOUTNOLE NOTIFYING THE PH. (508))274-1166 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : FAX(508) 539-9402 THESE DRAWINGS ARE QUIRES YEWRITT FORTHEUSE /A� OF THE OWNER NOTED.ANY OTHER USE OF 1771 SANTUIT NEWTOWN ROAD COTUIT, MA q^CH'TEC FTHE ESI NE3NDERTHEEN 10/1/2015 CONSENT OF THE DESIGNER UNDER THE A3 ARCHITECTURAL COPYRIGHT PROTECTION J r eI NEW ROOF CONST. -2 x 8 ROOF RAFTERS @ 16"o.c. -5/B"CDX PLYWOOD ROOF SHEATHING RUBBER M EMBRANE ROOF \ e I LB.FELT F -15PAPER SPRAY FOAM INSULATION(R49) -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS r -ICE/WATER SHIELD AT BOTTOM 2x 45 @ 16"o.c. 3'0"OF ROOF,� -WIND WASH BARRIERS 2f 11 ' . TOP OF PLATE — / EXIST. 3-2 x FID 1/2"GYP.BOAR NEW WALL CONST. ON 1 x3,STRAPPIN @ 167o.D.' . 1:2 x 6 STUDS @ 16"o.c. fv -2. ("PLYWOOD SHEATHING 8" - R BATH �LOS. BEDROOM , 3 6(R-20)GATT INSULATION 1, - -4 112 GYPSUM BOARD p <I 5 W C SHINGLE SIDING 314"T&G PLYWOOD \\ a 6.TYVEK VAPOR BARRIER \ I SUBFLOOR-GLUED&NAILED m SECOND FLOOR _ SUBFLOOR 1 0 I TOP OF PLATE 2 x 8's @ 16"o.C. 2 x B's @ 16"D.C._ F A - q 1 z II - --� w BATH KITCHEN o -- � ' w _ 1 L - _ FIRST FLOOR ----- — -- 1 i 6°BATT INSULATION(R=19) _ SOLID 2 x 8 BLOCKING IN I IE 01 ITSIDE FD LL TWO RAFTER&CEILING) STB kYS BASEMENT - w @ 48"o c.,ALLOW SPACE R A R "- • ' FLOW ON THE UNDERBID DFR30F SHEATHING 1 - A SECTION @ BATH/KITCHEN / \ _ RUBBER MEMBRANE i \ ROOF --5/6"COX PLYWOOD SHEATHING s 2 x 8 RAFTERS' 15#FELT PAPER \� SIMPSON H 2.5 HURRICANE CLIPS' WIND WASH \ _ BARRIER 3'0"WIDE IGF_NVATER SHIELD " 21'-0" ` ALUMINUM DRIP EDGE X k. 1 xB STRAPPING W/ TO MATCH EXIST NGOFFIT BOARDS ROOFFRAMING PL./®\N 2"GYPSUM BOARD I ! NOTES: TVP.2 x s WALLS �I 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED ` 2) USE SIMPSON H2.5 HURRICANE CLIPS. AT ALL RAFTERS ENDS DETAIL AT WALL 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS SCALE:1/2"=1'-0" TH DESIGNER j R ���/(A', (`//���_ THESE DRAWINGSRIORTEFHALI BE IOUNDONFIED IF Y SCALE DRAWING NO. COTUIT SAY DESIGN, LLC NEW ADDITION// \EMODEL IN V FOR: THESE CTI N.THE OR DING GOOF .11 iI WILL BE RESPONSIBLE FORT E CCONTENTT OR i 1411 = i I-01, 43 BREWSTER ROAD l//"�� - IN THESE DRAWINGS IF CONSTRUCTION C 9 BA R V E R RESIDENCE COMMENCES WITHOUT ERRORS OR THE MASHPEE MA. GOc2V 4.7 DESIGNER OF ANY OR OMISSIONS. PH. (508))274-1166 a/A1 ° THESE OWNER NOTED. TEDAR S ANY OTHER THE USE DATE . FAX(508)539-9402 1771 BAN-T"IJIT NEWTOWN R®AD COTlJ6�'' I�CA OFTHECTURALOTED.AHTPROECTIM THESE DRAWINGS REQUIRES THE WRITTEN 10I'6I2O15 CONSENT OF THE DESIGNER UNDER THE t ARCHITECTURAL COPYRIGHT PROTECTION ACT OF j9w0 F [ ( 6 COTUIT ;$ LEGEND o ' PROPOSED CONTOUR 9® PROPOSED SPOT GRADE ROUTE 28 EXISTING CONTOUR —98 -- LOCUS = ` + 96.52 EXISTING SPOT GRADE 1771 SANTUIT— W— EXISTING WATER SERVICE NEWTOWN RD. y a.• q TEST PITuj 9Z q %"`• �� 1 N 3 �� � •��, MAP 23 102 PCL. 18 103 G• 3 1i 104 1 r. - CD ® 103 _ - ' ,, LOCUS MAP J � E =252.82' - 101 LOCUS INFORMATION ` S2'39'50" - DRIVEWAYS GRAIL` -_=_r:_;, TITLE REF: BK 26924 PG 121 BENCHMARK 103 _____--.:�-_= __' PARCEL ID: MAP`023 PAR. 017 CORNER BRICK `\ - o ruaQ`HW Q rr STOOP EL.=101.2 --- Q �x---- X - CONCRETE x - DRIVE SEPTIC SYSTEM sa /41001 REPAIR PLAN CONCRETE COVER L Z LOCATED AT: X__X EXISTIN @ EX STl G W�� ; -- 26R`@Lo TOF= BR BLDG o 1771 SAN'TUIT—NEWTOWN RD. 103.0' #1771 BENCHMARK BLDG "@" TOF=104.8' -; TAG BOLT #12 C 0 TU i T, MA 1,500G BL G "A" % ELEV=101.2 - (ASSUMED) ° EP. TANK W PREPARED FOR - TANK @" % ------------- z B A R G E R - Z EXIST. CESSPOOL A2 % X(N'OTE 10) O ,� o SEPTEMBER 23, 2015 AREA > SEP500G � z F- No 33,397t S.F. �' �ANKTAgK -- _ o (0.77t AC.) ---- / Q CL f a ao r� Z ------ P-2 0 D R',RgE,N M._T 42.00'--� ------_ pE, R� � ., , a 1 y� v MAP 23 7 NO. 1140 PCL. 19 ---- -- ------- --------_, QNITAR�a� ' 1 � �' ' STOCKADE FENCE �- --- ----99 - S a2.37'42" W 212,"! UTILITY POLE N MEYER & SONS INC. 99 (TYPICAL) lot 1 100 P. O. Box 981 • E. SANDWICH , MA 02537 PH: (508) 360-3311 V MAP 23 FAX: (774) 413-9468 PCL. 65-1 ` meyerandsonstitle5@gmail.com 41 www.meyerandsons.com MAP 23 I PCL. 65-2 SCALE: 1"=30' _ � SHEET 1 OF 2 J#1747 - 50 4f 4'-7" II A SMOKE.DETECTORS REVIEWED ------ NEW Y1 1 In PLATFORM HARVEY t'i+.L[I 11 '/O ,d HARVEY W 6'0"x 6'8" 9A . R HARVEY HARVEY 2442-2 iD STOR. DOORSLIDIN B4RNSTABI_E BUILDING DEPT. DATE 2442 24310 MULLED DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG - 6'T FIRE DEPARTMENT DATE III HARVEY . x III sHtMR 'I REMOD. 2442 DOUBLEHUNG BOTH SIGNATURES ARE REQUIRED FOR PERMITTING REMCJq. DINING REMOD. BATH;I' m FR II- it BEDROOMO x L---� NEW ® N PLATFOR11 I 1j I 3,_0.. I Ai I I R i 4 I I 261 __ I I 9 '. REMOD. O I Opt OS I REF I LIVING f` HARVEY N I 3'-6' FD A251 I ®�F�oLo REMOD. AWNING i I I BEDROOM I qo NEW NEW O ! HARVEY x5' BATH W.I.C. RANGEREMOD. 2442 �o/ I KITCHEN DOUBLEHUNG 1 swK iDwr I o 1 1 A I►}p�'/ � HARVEY HARVEY HARVEY HARVEY NEW HARVEY DH - 2442 2442 2442 CN236 FLANKERIPIC DOUBLEHUNG DOUBLEHUNG DOUBLEHUNG C TURE/ NOTES: ASEMENT DH FLANKER A 4& r wlNoow L1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS i '4 L" s'•o•' A &DIMENSIONS 1N THE FIELD "<< 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR (�' 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS c FIRST FLOOR R PLAN V STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 LEGEND: 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, EXISTING WALLS OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING -� CONSTRUCTION TO BE REMOVED 7) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD L--J 8.) ALL HEADERS TO BE 2-2 x 6's UNLESS OTHERWISE NOTED NEW CONSTRUCTION IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS 9) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CCULATION ALL SIMPSON COMPONENTS AL TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 10.).ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS fl SMOKE DETECTOR FENESTRATION SKYLIGHT CEILING 'WOODFRAMEDWALLFLOOR BASEMENTIYALL BASEMENTSIAe CRAWL SPACEWAL TO BE 3000 PSI U-FACTOR INACTOR R-VALUE R-VALUE R VALUE R-VALUE R-VALUE R-VILLUE ' ©CARBON MONOXIDE DETECTOR 030 A 1MEN0. 055 4S 20.,U-5 30 :SIS 1014FT,DEEP; 15IIS 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE NOTES: DURING FRAMING CONSTRUCTION 2.15VALUES S E MINIMUMS R=l5CONTIN CONTINUOUS INSU-FACTOUS ARE LATED MAXIMUMS. 12. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 2.15/19 MEANS R=.15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ) OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR ' &RI cnvlTv wsuLAnoN INSTALLER/CONTRACTOR. ■AEI THEDESIONERS/IALLSAREFOUND ON ANY SCALE : DRAWING NO. : COTUIT BAY DESIGN, LLC NEW REMODELING FOR. ERRORSCION.THONS/LDINGCIDR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.RESPONSIBLE FOR ONRADTOR 1/4" — 1'-0" �) RESIDENCE UCTION WILL tlE RESPONSIBLE FOR THE CONTENT MASHPEE MA. 02649 BARGER DESIGNIN ER OFAN ERRORS S IF OMISSIONS ::.COMMENCES WITHOUT NOTIFYING THE GG !;DESIGNRAWINGY ERR ORS OR OMISSIONS. DATE : l PH. (508 274-1166 THESE OWNER NOTEDS ME 5 ANY OTLY HER THE USE THESE THE OWNER NOTED.ANY OTH'cW USE WRITTEN FAX (508) 539-9402 771 ,THESEDRAWINEDESIGNERUN REOUIRES ERT 8�29/2017 Al SANTU IT N EWTOW N ROAD COTU IT, MA I CONSENTO1RALCOSIRIGHUROTECTI :Ii ARCHITECTURAL COPYRIGHT PROTECTION :';ACT OF 1590. 1.INSTALL ROOF TRUSSES PER MANUFACTURER'S INSTRUCTIONS I'� j A I 2.INSTALL CROSS BRACING TO ROOF TRUSSES PER MANUFACTURER'S INSTRUCTIONSS / A i 3.ROOF TRUSS PLAN TO BE DEVELOPED BY LUMBER SUPPLIER&MANUFACTURER II INSTALL FLASHING UNDER --r 1 HOUSEWRAP B DECKING DECKING I I �! SOLID BLOCKING AT THE I OUTSIDE TWO RAFTER I BAYS AT 48"DO, FLOOR JOISTS INSTALL PEEL&STICK fi I RUBBER MEMBRANE SHEATHING LEDGEREEN & O I I DECK DETAIL R b N N O I CE) i 01 0 I 1 BUILT OVER ROOF NEW 2 x 6 ROOF TRUSSES AT24"°.`- TYP. ROOF CONST. 2 x 4 CROSS BRACING PER CONT.RIDGE VENT MANUFACTURER'S INSTALLATION (GABLE DORMER) -2 x 4"W"TRUSSES @ 24"DO. REQUIREMENTS -518"CDX PLYWOOD ROOF SHEATHING 50'-4" -ASPHALT ROOF SHINGLES - 15LB.FELT PAPER -SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTER ENDS ROOF FRAMING PLAN 12 ICE'WATER SHIELDAT BOTTOM 3'0"OF ROOF 1 6 -ALUMINUM DRIP EDGE -WIND WASH BARRIERS NOTES: -BATT IN (R=d9) 1 x'�.) ALL ROOF TRUSSES TO BE 2 's UNLESS OTHERWISE NOTED } NAILING SCHEDULE 2.) USE SIMPSON H2.5A HURRICANE CLIPS TOP of PLATE AT ALL RAFTERS ENDS 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF.BOXNAILS NAILSPACING 3.)VERIFY GUTTER TYPE/LAYOUT CONT.ALUMINUM TYP.1/2-GYP.BOARD TYP:WALL CONST. RODE FRAMING: WI OWNERS SOFFIT VENTS ON 1 x 3 STRAPPING BLOCKING TO RAFTER(TOE NAILED) 2-BE 2.1. EACH END i @16"DO. 2.I.SPRAY FOM BOARD INSULATION(R20) RIM BOARD TO RAFTER(END NAILED) 2-100 S.I. EACH END 3.W.C.SHINGLE SIDING WALL FRAMING. 4.TYVEK VAPOR BARRIER o TOPPLATE5A INTERSECTIONS(FACE NAILED) 9-160 5180 AT JOINTS LIVING S.EXISTING 2x4 WALLS STUD TO STUD(FACE NAl1ED) 2-iB 0 1-t60 19-P.c. HEADER TO HEADER(FACE NAILED) I. 160 'w o.c.ALONG EDGES FLOOR FRAMING. JDISTTOSILL.TCPPLATEORGWDER(TOENAILED) t. <-106 PER JOIST t P.T.2 x8's@16"o.C. BLOCKING-,OISTSROE—LEDI 2.100 - EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) }.186 9-1 k EACH BLOCK TOP OF SLAB LEDGER STRIPTO BEAM OR GIRDER(FACE NAILED) Y,EC 9.t0p EACH JOIST JOIST ON LEDGER TO BEAM(DOE NAILED) lea 0.100 PER JOIST :AND JOIST TO MET(END NAILED) Y16tl A.1. PEN JOIST _ EXIST.2 x 10's @ 16"o.c. EXIST.2 x 10's 16"DO. -o,T.2,10's WI FASCIA BANDJOISTTOSAD-ORTOFPIATE(TOENAILE00 2.160 1100 PER FOOT ROOF SHEATHING NEW 9"BATT INSULATION(R30) WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO,R'o.c B6 tW GEOGE.FIELD RAFTERS OR TRUSSES SPACED OVER IT—. BC 100 IS GEIPFIELD GABLE END WALL RAKE OR RAKE TRUSS Y2104WERHANG w 100 S-EDGEVFIELD GABLE END WALL FACE OR RAKE TRUSS SO tDa G EOGEI FIELD WISTRUCTURALOUTLOOKERS 12"DIA.CONCRETE SONOTUBES GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS 0E 100 9'EDGEN'FIELD TO 4'0"BELOW GRADE,USE CEILING SHr—G :...:__ SIMPSON ABU 44 POST BASE GYPSUM WALLBOARD T EDGE/10-FIELD wALL SHEATHING' - INSTALL NEW W CONCRETE SLAB DD6s7IXUCTORACvzRECSTPivWilDOf -- — —` i W/6 MIL POLY UNDERNEATH AT sTLws SPACED UP TD za-a.c. ea 1oa 6 EDGE IT FIELD ) AT LOCATIONS WHERE SOIL IS P.T.2 x 10 LEDGER BOARD SCREWED TO 1?82502'FIBERBOARD PANELS 6a — 7EDGE/ FIELD SOLID BLOCKING W/(2)LEDGERLOK SCREWS trz-cwSUM WALLBOARD SC .._ T EDGF./IV FlEL° S E C T I O�N a0 LIVING EVIDENT 16"o.c.W/ZMAX LU210 JOISTS HANGERS ~ FLOOR SHEATHING: / A, BUILDING WOODSTRVCTURALPANELE(PLYWOOD) / 1-ORLESS THICKNESS w 100 8-ElTGF 1T FIELD A'1 GREATER THAN I-TIBCKNESS T 1. BAY C180 A' B'EDGEAS FIELD L ;'THr DESIGNER D IF a� COI �� 1 V� 1 DESIGN, LLC NEW REn/IU®FETING FOR. . CONS1RCTIONS THE BUILDING ONMAY SCALE !DRAWING NO. ; ERRORS A OMISSIONS ARE.FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD( IN WLLESEDRAWINGSIFCONSTR BE RESPONSIBLE FOR THE CTIONTTOA 1I4" = 1' 0" MASHPEE ,MA. 02649 DESIGNER OFAN ERROR OR COMMENCES WITHOUT NOTIFYING THE BA R G E R RESIDENCE S I®E N C E DESIGNER OF ANY ERRORS Ly OMISSIONS DATE . PH. (508 274-1166 :;TOF HESE DRAWINGS REQUIRES ELY FORTfEUSE A � FAX (50 ) 539-9402 CONSENT TO FT HEDTED.ANY OTHER USE OF 1771 SANTUIT NEWT®WN R®AD COTUIT, MA "imHI DRAWINGS REOUIRESTHETECTION 8/29/2017 !:CONSENT OF THE OE9IGNER UNDER THE �i ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1B9f1. i 2 12 TYP.ASPHALT ROOF SHINGLES TYP.PVC 1 x 8 FASCIA,SOOFIT &1 x 6 FRIEZE BOARD TOP OF PLATE w TYP.1 x 6 ❑ a ❑ ® O ❑ a ' CORNERBOARDS � a TYP.W.C.SHINGLE - WEATHER lul 0 FIRST FLOOR SUBFLOOR FRONT ELEVATION TYP.PVC 1 X 8 RAKE BOARD 12 12 W/1 x 3 DRIP BOARD 6 6 f TOP OF PLATE TOP OF PLATE i TYP.PVC x4 / \ TRIM WI 2"SILL 4 4 i� FIRSTFLOOR FI URST FLOOR SUBFLOOR SBFLOOR LEFT ELEVATION � RIGHT ELEVATION TOP OF PLATE a FIRST FLOOR SUBFLOOR I I I I REAR ELEVATION /p� (/�� EREORSION ORISSI NS ARE FOUFIEDND IF ANY SCALE :DRAWING NO. : N E V�( REMODELING FOR L R !THESE DRAWINGS PRIOR TO START OF Y \�/ ERRORS OR OMISSIONS ARE FOUND N COTUIT BAY DESIGN. LLC 43 BREWSTER ROAD w RESPONSIBLE FOR BUILDINGE�N";N"°R 1/4"= 1' 0" I:i IN THESE DRAWINGS IF CONSTRUCTION �+ /���/ ::COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 BARGER RESIDENCE .:'THEEDROFANY ERRORS OR FOR TH NS. DATE ' THESE DRAWINGS ARE SOLELY FOR THE USE C R) 7{.ty 11 cG ii:OF THE OWNER NOTED.ANY OTHER USE OF PH. (rJOS 2• •-• •UU ��///p THESE URA WINGS REQUIRES THE WRITTEN FAX (50g) 539-9402 1771 SANTUIT NEWTOWN ROAD COTUIT, ■A j CONS ENTOF THE DESIGNER UNDER THE 8/29/2 A3 017 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. YI i I