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0065 SHELL LANE
I a7Z117- l i s•, I� I+1\ x d` 40 Town of Barnstable Build .,. ;ter n'�t.»+�°W"'.a"°PB�+t6 iPost This G �. Bu n That rt is Visible From the StreetAlApproved Plans Must be Retained onJob and this Card Must be Kept {` .,¢•M t x '""� ;Posted Until Final Inspection Has Been++Made -' ti ' • z634.�� �1,. ^z w ".,� q= sw: �s �„`.��,..^ r ...,�� .� -: wx- ,�,, _ :..,� ,>x _'g Where a Certificate of Occupancy is Required;such.Buildmg hall Not be Occupied until a=Final;nspection has been made . 1 ei mit Permit NO. B-18-1911 Applicant Name: Carl Rebello Approvals Date Issued: 07/09/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/09/2019 Foundation: Location: 65 SHELL LANE,COTUIT Map/Lot 019-095 Zoning District: RF Sheathing: Owner on Record: MAYNE,JOSEPH&GRACE F .Contractoi Name: Carl J Rebello Framing: 1 Address: 65 SHELL LANE Cohtractor License CS?:084358 2 COTUIT, MA 02635 � � � � �`� Est Project Cost: $2,579.00 Chimney: Description: Insulation&Air SealingPermit Fee: $85.00 Insulation: Project Review Req: A Fee Paid:' $85.00 €bate- 7/9/2018 Final: f _V1 Plumbing/Gas Rough Plumbing: ,, - Building Official Final N." This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within sixAmonths after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and tfie approved construction documents for which this permit has been granted. " Final Gas:. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or roadand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. > Electrltal ' Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmgand Fire Officials are provided'on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: . 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(is set forth in MGL'c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t-T �3i3o l ►� f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map © 1 9 Parcel Application # Health Division �Nta Date Issued Conservation Division TO AMR o� Zo Application Fee Planning Dept. wNOFgq �6 Permit Fee 5' Date Definitive Plan Approved by Planning Board &/VS ,4 Historic - OKH _ Preservation/ Hyannis Project Street Address 514C-L L- LAY) L Village C.c`Tv 1.`r— Owner � Q i✓ t• G A-A CC yytLq-3A e- Address Telephone Permit Request - a A r_,-VW -L-- Cti VVN ►h � kkn _ 1-d&c. USA S k i S c riJ� ion`t�. 00 VP-. l I vie LJ Square feet: 1 st floor: existing 12 proposed i 7_ 2nd floor: existing 1-2-proposed Total new _ Zoning District Flood Plain Groundwater Overlay Project Valuation$ y 54y Construction Type tvw Lot Size y 2 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: )fYes ❑ No On Old King's Highway: ❑Yes No Basement Type: J9 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2 new Half: existing new 0 Number of Bedrooms: y existing —new Total-Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: A-Yes ❑ No Fireplaces: Existing f New af Existing wood/coal stove: ❑Yes,14 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 �01\lo If yes, site plan review# Current Use `,fie S/dam, 1"i Q L Proposed Use : APPLICANT INFORMATION ` (BUILDER OR HOMEOWNER) Name Telephone Number Addres _T License# Home Improvement Contractor it v1 /� Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C d t10YSr4- SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED d MAP/PARCEL NO. 1 - - ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME L-► L INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING y DATE CLOSED OUT it ASSOCIATION PLAN NO. ' ne Coon oyh;ealth QfMassachusetts" Depcarttrr&rt oflYt&strialAccideFrtr "�- - r==• _ f�,ff-ce of 1Frn.wtigadons 600 Washington Street n Bost6n„M4 02111. Warkers' Compensaf on Insurance Affidavit:Buildei-SlContras.tors,Electricians/Phimbers i Applicant Infiiimation Please print I°eubIy Na7'Y1P - Addrt✓ss: TiP A Citylstate(Zip� Phono v q Are you an employer?Checktt2hF appropriate box; — Type of project(required} I. I am a general contractor and T �am a employer with ❑ 6_ Near construction employees(full andlor art-time)* have hired the suer-contractors - 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7+. ❑Remodeling k ,. ship and bane no employees. . These sub-confrac#ors have 8. []Demolition � I woddug, forme in any capacity employees andhave workers' q_ Buildin addition w[No orlmrs'comp.insurance comp-im1 I' 1 regired] - 0 We are a corporation and its 10'❑Electrical repairs or additions 3,❑ I,.am a bomeoum-er doing all u°ork � officers have es,ercised their 11_0 Plumbingrepairs or additions rriyf,[No workers'comp- right of exemption per MGL 17.0 Itoafrepairs insm-ance required-]t c.152,§1(4X andwe have im employees. o workers' - Other ' comp.insurance required.) #slayappEita dhat checks box AElmast also fllarut the sectio¢below shnxsiagffi& (laers'ca®peasatioa policy informzdmL Homeowners who submit t7ais afiidat ii indicating they are doing all'weak and then here outside contractors amrst submit a new affidavit indicabn�sricIL, fContactorstbst cbea Ims boat must attached an additional sheet shotring the MOM of the sub-cant1WAo0 and State Whether or not those eatitieshavie emp9ayees.if the Sub-•contmctorshave emplayees,they mustpmuide their worker'-romp.policy number. I am an employer that is prmfrling workers'congwisral&-ii inrrtrauca-for nzy empk y om Below is the policy rued job site irzforrarriiatL , " - _ IrtsuranceCoiupauyName: Policy or Self-ins_Lic. ��/� �� / Ewiration Date: = Job Site Addsess:�/���L� �� ���//� Citylstat zip:,�� ° Attach a copy of the wurl-ers'compensationpolicy declaration page(shooing the policy number and expiration date). Faiinm to secure coverage as.requued.under Section 25A of MGL c 1527 can lead to the imposition of criminal penalties of a fine up to$1,540.OD and lGr one-year imp€imnment,as well as chit penakies.in the form of a STOP WORK ORDERand a EW- of up to$250-00 a day against the violator. Be adidsed that a copy of this statement may be forwarded to the Office of a. Investigations.of the DIA for 111surmcilpovTge ierificahoa _ I r7a :rzerRby certify° re r the zs and n o:fpa7ury°tthatthe infbr�rrtr&R prm rTed abmw is bare mid correct Sitzatur °. t Date: ' Phame� � r V Official use only. Do not esrite in th&area,to be 7inpteted by city artown of tat w City or Town: PermitUcense# Issuing 4alhority(circle one): 1.Board of Health 2.Building Department 3.(S.tyi-Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Cypher Contact Person: Phone#: Information and Lnstructions . Massachusetts General Laws chapter 152 req=es all employers to provide workers'compensation for their employees. p �this starts,an m;p&gme is defned as."_.e=y person in the service of another tinder arty contract of hire, express or implied,oral or wri� An.employer is defined as"an individual,partnership,assoCiBdon,corporation or other legal entity,or any two or more of the foregoing engaged in a Joint enterprise,andincluding the legal representatives of a.deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees- However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,consirattion or repair work on such dwelling house or on the grotmds or building appvrten ark thereto shall not becanse of such employment be deemed to be an employer." -MGL cbaptf--r 152,§25C(6)also states that"every state or local liceaskg,agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct b fldings in the commonwealth for any ce.coverer a re ed. produced acceptable evidence of con lia.nce vvn the insaran g i applicant Who has notprodu p P _ Additionally,MGL chapter 152, §25C(7)states-bother the commoawealth nor any of its political subdivisions shall enter into any"contract for the performance ofpublic work u atl acceptable evidence of complian.c�e-vAlh the i„s rrance. requirements of this chapter have been presented to the contracting anthoity_- AppHcants , PIease fIII o� the workers'compensation affidavit completely,by checking t o boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone nomber(s) along with their certtficate(s)of jns=nce. Limited Liability Companies(LLC)or Lmaited Liability Partnerships(LLP)with no employees other thm the members or pa tars,are not required to carry workers'compensation insurance. Y an LLC or LLP does have employees, a policy is required. Be advised that this affidayrt maybe submitted to the Department of Industrial Accidents for confnmation of insurance coverage. Also be sure to sign and date the afudavit The affidavit should be retrnned to$e city or town that the application for the permit or license is being requested,not the Department of „ Accide�_ shouldyou have any questions regarding the law or ifyou are regoaed to obtain a workers' compensation policy,please call Department at the nt�ber listed below self-insured companies should enter their the self-fi Wince license n�ber on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant_ Please be situ e to fM in the pemutllicense ntruber which will be used as a reference nurober. In addition,an applicant that must submit multiple ptn itllicense applications is any giveayear,need only submit one affidavit indicating current policy infonrlation(if necessary)and tinder"lob site Address"the applicant shouldzite"all locations in (city or town):'A copy of the affidavit that has been officially stamped or marked by thD city ar tows maybe provided to the _ applicant as proof that a valid.affidavit is on file for fatal permits or licenses Anew affidavit must be fiI1ed Olt each year-.Where a home owner or citizen is obtaining a license or pennitnot related to any business or commercial vennse (i.e. a dog license or permit to b=leaves etc.)said person is NOT required to complete ihrs affidavit The Office of Investigations would like to th— you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depa tuenfs address,telephone and fax amber. T7�e C:G.=m!aaweattbE of I achusi--tfs Degazttn=t of Ir dial Aocide'nt% f�ltee of�[,�e�frg�fio� aw washiVOTL St=t - - 1 Qmton=MA O� I11 Tf,-1.4 617 727-4900 cxt 406 or 1-977-MA.SS-� Fax#617'27 7749 Revised¢24-07 p W mass-govidia AWC Guide to Woad Coas ti-acdorr in FfVi Wind Areas;110 mpir I-Yitrd Zone Massachusetts Checklist far Compaiance(7so mrli s3o12 t_1)' - m=Ic . CDMPU== 1.1 SCOPE. - Wind Speed{3-sea grist) 1i0 mph . Wind Exposure Gafegory_ .__. _-- .- ---- ----•----- ----- ----=---- -B Wind Exposure Category_.-..........._Engineering Required ForErifire Pralec#--------------------------•------...._C 12 APPLICABILITY Number af Slnries(a rDDf which exceeds&in 12 siape shall be considered a story) M stories 5 2 sbries Roof Pitch 51212 Mean Roof Height -_-_--—*- �=-------=:—(Fi9 2)--_-___.---------' -- ft Bulding Width,W,�. __-- -. - _---(F9 3)-__.�-._.-_-. _ _ft _<BD,. Building Length,L:., Bulding Aspect Ratio(L/Y►� �- _ g 4) r� s 3:1 Nominal Height Df TaIlest Dpening2 }Y--- ` - --(Fig 4)------'----- _ " �, _r: . c S.B" 1:3 FRAMING CONNECTIONS General compl-rance with framing r�nnec$ans_:..�_ ,(i able'2)_�_°-------•----.------ ---___--- 21 FOUNDATION Foundafian Walls meeting requirements of 7BD CMR 54D4.1 �n --•-----• •---•- ---•.. ................ ........... ----- -- ------- ---•------•-------------------•-•----- Goncriete Masonry 22 ANCHORAGE TO FDUNDATIONt-" Sla"Anchor Bolin*imbedded or 518"Proprietary Mechanical Anchors as an alter hattve in concrete only Bolt Spacing-general..........._..............•---__--.(Table 4) in. Bolt Spacing from endrjoint of plate - -- _•_(Fig 5} _ _ _ in._<6`-12 Bolt Embedment-concrata___..- in.>_7" Bolt Embedment-masonry_..----•-_--__.. __.--,__(Fg --- -'-----_.._ -__ in->_13". --'-3`x Y x/,` 3.1 FLOORS Flc orframing member spans checked -'-----_ (per 70 CMR Chapter SS) Maximum Floor Opening Dimension______Y-,--_-_(Fig 6).-----� __ ft<_I FuU Height Wall St ids at Floor Openings less f-on 27 from Exterior Wall(Fig 6)__:_ _-----:_•----_---- -_------._ M am num F cor Joist Setbacks «k Suppaiiing Laadbearnhg Waifs Dr Sheanaralt—_--_(Fig 7) _...._------ ___ _fit 5 d Maximum banfilevered Floor Joists s SupporiinfJ Lbadbeaiing Wags Dr Shearwall . "(Fig a)------- •F1oorBmcing at Floor Sheatihing Type Flow Sheathing Thickness 730 CMR Chapter __.:._._ _. in_ Floor Sheathing FasbE41ng 2)_ d nails at in edge!-_in field 4-f WALLS Wall Height I.Dadbearing walls.- ------"----(FJg 1-0 and Table S) _ Noh4-oadbearing walls--. _ ___ (Fig 10 and Table S)--�_..:_-__ft-S 21r Wall Stud Spacing ._.._..(Fig 10 and Table 5)_�__- in s 24"D.c Wag Story Offsets (Figs 7&B)- _ 42 EXTERI OR WALL53 _ Wood Studs - fit in. - Nnn-Laadi earing balls._�.__ _.-------._._ (tab}e 5)____�.... ._----2X--_ft_in_. Gable End Wag Bracing' Full Height Endwall Studs ____._- -:.._-•(Fg 10) WSP Afire Floor Length __- _. _ (Fig 11)_- ft�:W13 'Gypsum Ceiling Length(if WSP not used).____.__.=(Fg 11) -._-._.__.. •_:-_.-_ft?_0.9W ' and 2 x4 Gonfirmms Lateral Brake @ 6 ft D.c._Fig 11�_.__................__...or 1 x 3 ceiling fining strips 16"spacing•min.vr�h 2 x 4 bbdcing @ 4 ft_spacing in end Ye or truss bays Double Top Plat: Splice Length __:w_ _-(Fig 13.and Table 6)-----_----, -- _ft Dm -)spfc CDnection(no:of 16d c —(Table 6)_ AFYC Guide fo FYood Consfrucdon in Nigh M-nd Areas: 110 rnph TYr-rrd Zofle ' Massachusetts Checklist fQr Compli[agce gso CiV1Rs301 Z.l_r)r Loadbearing Wall Conner�ons - Lateral(no-of 16d common Waits)-_-----_-__ _(Tables 7)-- ---__.-_._—.--__-- hton-Luadbearing Walt Connections Lateral(no_of I Sd common (Table B) - -- Laad Bearing Wag Openings(record largest opening but check all openings for rorrrpfrance iD Table 9} Header Spans _.___ --__----_(Table 9 < Sill Plate Spans Fug Height Studs (no. Df sfrids)w-___ -__(fable Non•-Lead.Bearing Wag Openings(record largest opening belt check all openings for compliance to Table 9) -_(Table s)___� —__-.._ft_in-_<12` SM Plate Spans--__ -_(Table 9)-.-- Fug Height Studs(no.of studs)__—__— -(Table Fxte or Wag Sheathing In Resist Uplift and Sheaf Simulfaneously4 - fXmimum Buildrig Dimension,W Nominal Height of Tallest Openingz ..................------_---------------._._-_.._-_ s GB' Sheathing Type_. _-_.____-___(note 4}--------_--------------:-- Edge Nag spacing�____ - (Table 10 or note 4 if Feld Nail Spacing (Table 10) in. Shear Connection (no.of 16d common nails)(Table 1 ------------------------ Percent Fug-Height Sheathing.__-L------;_(Table 10) 5%Adifional Sheathing far Wall with Opening>•B'8"(Design Concepts) Maximum Building Dimension,L _ Nominal Height of Tallest Opening--_--_----------------------------•-•----- .--•.•=----_5SIB Sheathing Type.-------------_--------(note ---------- Edge Nail Spacing_.._,_-__,_-w_(Table 11 or note 4 if less)______._ _______ rr L Feld Nail Spacing__._.- _.____-._:_(fable ------- in- Shear Connection(no. of 16d common nails)(Table 11) Percent Full-Height Sheathing,- _.(Table 11)_-____-- -_ % 5%Additional Sheathing for Wag wrlh'Opening y 6'8'(Design Concepts)_..----__ --- Wati Cladding Rated for Wind Speed?--_-___ 5.1 ROOFS Roof framing member spans checked?_-_--- .(For Rafters use AWC Span Tool,see BBRS Websife) RDDf Overhang --------------------------------------(Figure 19)----:--- ft 9 smaller of 2'Dr Lf3 Truss or Rafter Connections at Laadbearing Walls = Proprietary Connectors Ups ------ — - --•(fable 12)--- - - __ _-U= ptF — -- Lateral .-_. ---_(Table 12)-- ----.--_-----_L= pff Shear._ S= •pff_ Ridge Strap CDnnections,if collar ties not used per page 21__. (Table T- pff Gable Rake Otttlooker_-_............: __-_. -(Fgura 2D).___.-.__ ft s smaller Df 2`or L!L ' Truss or Ratter Connecfjons at Non•L mdbekdng Wags Proprietary Connectors ' Up eftt—.--_- _ ---- (Table 14) U= lb. - Lateral(no-of I5d common nails)__(Cable 14)------------------------------------L= . lb- Roof SheathingType-- -_ _______-_(per730 CMR Chapters 53 and 59)............. RDof'SheaNng Thickness in._T116'WSP Roof Sheathing Fastening---__- _-_._•___--(Table 2) NDtes: •1. , This chackFist shag be met in its entirety,excluding the spec fic exception noted in 2, to comply with the requirements of M CMR-5301.2-1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold dDwns air~not required per the WFCM 110 mph Guide: a Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uprd Straps per Figure 14 d_ All Straps per Figure 17 e_ Comer Stied Hold Downs per FgLm laa and Figure lab 2. 'Exception_Opening heights ofup.to 8 tt shag be permitted when S%is added to the percent full-height sheathing .requrrerrierrfs shower in Tables 10 and 11. 3_ The botfom sill plate in exterior walls shall be a minimum 2 loco .nominal tF idkness pressure treated Pre-grade. r_ ATVC Grcide to Wood Corrrfractiorr ur]�i h lKzrzdAraas_J10'ra h f-Kr�d Zone Massachusetts Checklist for,Compliance(7so ci�Rs3.oi_:2�j:l)1 a. From Tables 10 and 11 and locafion of wail sheathing and Balding Aspect Ratio,determine PercEgt Fulf-Height Sheathing and Mail Spacing requirernents b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows _ t. Panels shall be installed With strength ands parallel to studs. I All horizontal joints shall occur over and be nailed to framing. uL On single stDty cvnstruc60n,panels shall be atlached to bottom Plates and top inember of the double top plate- iv. On two story construction,upper panels shall be attached to thd 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 fitiorframing. V. Horizontal nall spacing at double top pietas, band joists,and girders shall-be a double row of ad staggered at 3 inches on centime per figures below:Vertcal and Horizontal NaUrng for Panel Attachment 5. . Glazing protection:s)•new house or horzontal addition-required if prole Is i mile or closer•to shore(generally,south of Rte.2B or north of Rte 6) t °- b)Vertical adcMDn-not required unless there is extensive renovation to the first floor c)replacernentiMclows-needs energyoonservaiion cvmpGar ce only(chap 93) _ G.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the Amedc-:n Wood Council (AWb)website r lYrI1�I Et36IDC�EF1E5rSOH _ r 1 USESdfU -5: a. !! ti ti t ti u t • rt H t • of " ti c1 II IK t F _ 7 - t .0 it • ij 4 w ., , t+ t a +t t+ a T t x a t • • '�C i i i frx .10 r o f ui t t + t F�tAr+fifiG Ea8 t +I + " a" t ZU • � is lu - - ^. �i U It 1 ZL.: 7St 11 yl � 1 •G I! tt ►+ �+ _ Ei f,[4E;SpACkJG p Ukk PA Tit Z P - r — _ Pry nQl[BLEStklLH]C•_E SFACi9@ bEiAL . See Data ff cn Nexf Page Detail Vertical and HDTI¢ontal Nailing Vertiml ad Horizontal Nailing for Panel Attachment for Panel Attac h menf ' o�'ME Tay Town of Barnstable` Regulatory Services - �a�. P.$ ' I}aerto -r r ►� .. uI3mg Divmon Y TOMPerrp,$m-i�CDmmmmaner 200 Main Street,Hyazaas,MA 02601 www to arnstablemaUS Off= 508-8624038 Fi= 508-790-6230 Property Owner Must Complete and SignThis Section If"Using•ABuilder © dYr� , !� y 1s Owner Of n�'SiIject PITopEItT bemby=i orize 6;r-e.4 ez"vCe: to act on mybeT�I� in all math=lftki7e to work 2.Uthoazed bydJs bnlding perruit aPPEcation for. . (.Address of Job) "-Pool fences and alarms are the responsIffityof the applicant Pools are not to be Mad or iiilized before fence is installed and all final . inspections.are pedoamed and accepted. ` S' of Owner o ApP Print Name rinr Name ch Date QFoxMs:awxs����oors . Town of Banistable Regulatory Services r � Richard V.Sc4 Direc#or �-� $lIIZC1iII�DIPISIOn Tom Perry, gCommimdbner 200 Main.Street; Hyannis,MA 02601 Office_ 508-962-4038 - Fag: 508-790-6230 • E[Db=WNMLTC wsgEXXIff TMN • •PIczseP'cint I?ATE: JOE LOCATIOK nambcr' •tor = namn h®cphoIIc# V. M5Cphonc# . T CUpaENT MAMUMADDRESS: Sid= zip Code The current exemption for`�omeowners"Was extendedfo inclu&owner-occupied dweIIinRS of six units or less and to a]IoW homeoVmers to.engage an individual for hire Who does notpossess a license,provided thatthe owner acts as s=eryisor_ DXFIIdIIION OF HOMEOWNER P erson(s)Who oven a parcel of land on which he/she resides or infrnds to reside,on which f =is,or is intended to be,a one or tWo- famly dwelling,ached or detached st uctures accessory to such use and/or farm shurtmes A person who coast mcts mare than one home in a tevo-y=period shah notbe condd=* d,ahomeowner- Such`homeownee.shall submitta the BmUdmg Official on a fog accaptahle to the Bm7t3mg Official,thathrlsha shall be responsible for all such wo=kpesfnrmed underITebuIding vomit (Section 109.L1) 1bc undersigned``hanaeownd'a� +ss resPonszhiIiiy far compliance wilhthe Staff Balding Code and oir applicable codes, bylaws,=Ies and rea lams- - 'Ihe und=sigp-ed`homeowne cmflffms thatwshz L&Mtann&tho Towl ofBamsfable$mZdmg DepaTtnantminim=mspwdm procedures and requkemenfs andthat he/she will comply whfi.said promdm-cs and regnaemed's_ Sigaebae ofHnmoo`n= - Appmwl ofBmOc mgOfScial Notes. Three family ciwmMngs confaining 35,000 cubic fret or larger wMbe require3 to comply wr ht3ze Sisfm Building Code Becton f27.0 Cans-lracdon Control- - • ' HO�OWNFA'S E�IIOId The Code stairs that: 'Any homeowner performing work for which a buT permit is req¢Sed shall be exempt tliat' the.homeowner o the provisions of this section(Secion I09_1_1-Lire of consiradion S►igerQisors),provides/ tf firm engages a persons)for lure to do such work,that sash Homeowner shall act as supervisor." MaIIy homeowners who use this exemption are unaware•that they are assuming fhe respouslilitr-es of a supervisor (sea Appendiz Q,Rules Bc R.egnlations for Licensing Construction Supervisors,Section 215) This lark of awareness o$ea results in serious problems,parficularly whenthe homeowner hires—reensed persons. In this case;out Board cannot proms agaficst the unlicensed person as if would with a licensed Supervisor_ The homeowner acting as Supervisor is vIfrmatelp responsible: commuaifies as art of the To eosin a brat the homeowner is fdII,aware of hWhrr respons:M ties,many require, p permit application, tbat the homeowner certify tT zt he/she understands the rzsponsrbrTifr-es of a Supervisor, oa tiie List page of this issue is a form cnrrenfip used by sei eral towns. You may can t amend and adopt such a fo rmleerffficafloa for use in your community. Q pc�it5amslFcc!�oo Ravised 061313 Massachusetts -Department of Public S@.fety. *and W-rg.,.R ationsand S5at ards i. - Construction Supenisor ; License: CS-009013 GREGORY M CAPLE i' 33A BAXTER Aw t W YARMOUTH VIA J,•G.— Expiration Commissioner 05/11/2016 si to � C G l7 KR yr 2- 1 � u O v y w 00 y 31 ,u ✓1 estmw7urea�/x o�✓�aaaac/zuaeCc'' Office of Consunlir Affairs&Business Regulation rz M o / HOME IMPROVEMENT CONTRACTOR �qA NE Registration: )73822 Type: ' d '� Expiration: 17149/2016 Individual GR GORY M. � t tj y d, a GREGORY CAULEYt- c� `L 33A BAXTER AVE. 4,. W"YARMOUTH,MA02673 a <- Undersecretary•Tf. License or registration vat d for individul use only before the expiration date If found return to: Office of Consumer Affair, and Business Regulation jj 10 Park Plaza-Suite 5170 ;r I' Boston,MA 02116 i Not van -withop:, signatu cep r i Rightfax N2-1 11/17/2015 7 : 54 : 49 AM PAGE 2/002 Fax Server •'!' :e DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE T 4.MIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE 213 PRODUCER. CATE HOLDER. IMPORTANT:If.the certificate holder Is An ADDITIONAL INSURED,the pollcy(ies)must.be endorsed. If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to he certificate holder In lieu of such endomemen s. PRODUCER CONTACT NAME: FRANK L HORGAN INS AGCY PHONE FAX 44 BARNSTABLE RD. (A/C,No,Ext); (A/C,No): E-MAIL HYANNIS,MA 02601 ADDRESS 73K9T INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: TRAVELERS PROPERTY CASUALTY COMPANY,OPAMERICA CAULEY,GREGORY INSURER B: INSURER C: INSURER D. 33A BAXTER AVE - WEST INSURERE: YARMOUTH,MA 02673 - INSURER E: -- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE_POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS.. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM\DMYYYY) (MNM%YYYY) LSIIITS GENERAL.LIABILfTY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY , CLAIMS MADE OCCUR. DAMAGE:TO RENTED $ ' y a PREMISES(Ea occurrence) ED.EXP(Any one person), $ PERSONAL"8 ADV INJURY L $ ; GEN'L AGGREGATE LIMIT`APPLIES PER: ENERAL AGGREGATE $ POLICY PROJECT LOC PRODUCTS :COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-2E927454-15 10/28/2015 10/28r2016 LIMITS ANY PROPERITOR/PARTNEFVEXECUTIVE a N/A E.L.EACH ACCIDENT $ IK000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 II yes,describe under DESCRIPTION OF OPERATIONS belay E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR CAULEY,GREGORY. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1. AUTHORIZED REPRESENTVE ^` f ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rights reserved. F® R 1 E ® MEMBER REPORT Level 2,Floor:Flush Beam u u FAILED ' IG 4 piece(s) 1 3/4" x 6 1/2" 2.0E Microllam0 LVL M Overall Length: 12' n o v a + P o + 0 0 12' Ir a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Deli ro Rr rr aiip/// /Acd 'roair as Hiyiii// /oiii / p j/riii2o%r/,iimar iim a/i o� System:Floor Member Reaction(Ibs) 2432 @ 2" 6694(2.25") Passed(36%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2132 @ 10" 8645 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7019 @ 6' 11609 Passed(60%) 1.00 1.0 D+1.0 L(Ali Spans) Building Code:IBC Live Load Defl.(in) 0.403 @ 6' 0.389 Failed(L/347) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.555 @ 6' 0.583 Passed(1-/252) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Resawn products must maintain manufacturing stamps. i@/m/ dQo�/�/iiii,i i7ii/v �iiliplAii..�i�/ 1-Stud wall-SPF 3.50" 2.25" 1.50" 674 1800 2474 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 674 1800 2474 1 1/4"Rim Board •Rim Board is assumed to carry ail loads applied directly above it,bypassing the member being designed.- 1-Uniform(PSF) 0 to 12' 10, 10.0 30.0 Residential-Living Areas 'M'nl eir�V fes/l/ //////%// //%%////%�/ EXIST.STEEL BM SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by scoff BUCKLEY .11 k OF Mgss�o MICHELE yGm CUD1LO o STRUCTURAL No 34774 O 2 .�O" ISTS FSSIONAL�G Forte Software operator. Job Notes 1/18/2016 9:21:31 AM -- — '_....-... Engine:V6.4.0.40 E Design n n MICHELE CUDILO MAYNE RESD.MODIFICATIONS Forte v5. 9 9 MICHELE CUDILO,P.E. 65 SHELL LN. 2016-1OBUCkleyMayne.4te ( 081771-7601 COTUIT,MA mcudilo@comcast.net Page 1 of 1 2 1 2" DIA. BOLTS//WASHERS AT 24" O.C. 2EACH SIDE OF CbNNECTED AMS / f4-ux 1' u � STEEL PLATE PERLyP�LANE/�` a- SYMME�ACH�SIDE OFBSTEE L�LAT AN �¢ �C COr�' �✓ZtPP FLITCH BEAM DETAIL \IN OF A.f4.9 b� MICHELE cya CUDILO rn STRUCTURAL ti No 34774 9FG/STER�� ssONAL ENG� ADDENDUM 2b�p FL W_ �C�Sr, �-�� &-4 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 Drawn By: MC Date: Drawing >✓®TV(T Scale: AS NOTED Rev. 0 SK- � File Name: v Project No.: fl F 0 R Y E" MEMBER REPORT Level 2,Floor. Flush Beam u u FAILED 4 piece(s) 1 3/4" x 6 1/2" 2.0E Microllam® LVL bl X(� �5- Overall Length: 12' 0 0 Y k f ,. .,�. '?'.._ "x �...,..�,.':. 12 o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. System Floor Member Reaction(Ibs) 2432 @ 2" 6694(2.25") Passed(36%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2132 @ 10". 8645 Passed(25%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7019 @ 6' 11609 Passed(60%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.403 @ 6' 0.389 Failed(L/347) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.555 @ 6' 0.583 Passed(1-/252) 1.0 D+ 1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'9 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Resawn products must maintain manufacturing stamps. FINE., 2111 1-Stud wall-SPF 3.50" 2.25' 1.50" 674 1800 2474 1 1/4"Rim Board 2--Stud wall-SPF 3.50" 2.25" 1.50" 674 1800 2474 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 1�Uniform(PSF) 0 to 12' �10' 10.0 30.0 Residential-Uving Areas 4--paw/s/ow y EXIST.STEEL BM SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated byICC ES under technical,reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by scoff BUCKLEY IH OF 11%. 4 0 MICHELE yGN CUDILO a 0 STRUCTURAL cn No , 774 FSS/ONAL - l �� -- V7/ Forte Software Operatoe Job:Notes :„ 1118l2016 9:21:31 AM _. j 1111CHELE CUDILO MAYNE RESD.MODIFICATIONS Forte Vb.O;Design Engine:V6.4.0.40 MICHELE CUDILO,P.E. 65 SHELL LN. 2016-IOBuckleyMayne.4te scat�-1a o1 COTt 1T.MA ...,.;6i!cL^..Jccmc2s,.ret l Page 1 of 1 ti 2 2 DIA. BOLTS/WASHERS AT 24' O.C. 2 1E�AMSCH SIDE OF CONNECTED u Z SSGTEEL PLATE PERLL PLAAgNN�, 1¢ x 1' S1MM DEACH/SIDE�F STAIVI LPLATEAN �) x IDIZ /►2tf ) VL �t C ` FLITCH BEAM DETAIL OF digss4 moo`' MICHELE cyN CUDILO rn STRUCTURAL No 34774 Cn o�9FG/STER�� �`rs'OfyAL i! b ADDENDUM t5x16T_1 S-L I 6146 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossachusetts 02632 Drawn By: MC Date: l /- Drawing C.,o7v(rt Scale: AS NOTED Rev. 0 SIB- � File Name: L) Project No.: p TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map M Parcels 09 S Application #C� Health Division Date Issued Conservation,Division r Application Fee Planning Dept. '+ Permit Fee I z�S•, (� Date Definitive Plan Approved by Planning Board R . nlL Historic OKH Preservation/Hyannis Project Street Address _ 6p S ` �_AVlc Village Owner ..�c�yW� W\. �\�4� �\��(� � Address !D KNc)�S (. Z4 I�A Telephone (1 1*) - 1'19 a_ ,�_9 O C. Permit Request A � wt ova Square feet: 1 st floor: existing' proposed 9164 2nd floor: existings$0 proposed 10 Total new (069 Zoning District V*--r\t Flood Plain Groundwater Overlay n O Project Valuatio a�J®of Construction Type m,.A Lot Size 19 �33� Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 100`I' Historic House: XYes ❑ No On Old King's Highway: ❑Yes WNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) QS Basement Unfinished Area(sq.ft) 4/6 0 Number of Baths: Full: existing new Half: existing C7 new O Number of Bedrooms: 3 existing I new Total Room Count (not including baths): existing _t_new First Floor Room Count 3 Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑ Other Central Air: V Yes ❑ No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes g No � iaxao Detached garage: 4 existing new size_Pool: ❑existing ❑ new size Barn: ❑ existing ❑ new size'VIA u/A b X 1 O Attached garage: ❑ existing ❑ new size _Shed: � existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # -400 7 -Oloa Recorded , Commercial ❑Yes CA No If yes,;site plan review# Current Use.SkVSAW_ 7"yVytAH Proposed Use APPLICANT INFORMATION (BUILDER OR OMEOWNER) Name t"CAQA,1 vQ GT 0 w Telephone Number a.," 0 Address K�V1 GuS�����.1 S I License# �� cQyva. A Q�--N —Home Improvement Contractor# Worker's Compensation #. ALL CONSTRUCTION DEB IS RESULTING FROM THIS6 PROJECT WILL BE TAKEN TO SIGNATURE DATE )al(6 ( �� a 4 FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED - - i MAP/PARCEL N0. ADDRESS VILLAGE t OWNER DATE OF INSPECTION: 2 At- �716mot� FOUNDATION r67) / X /�% G �Ea✓/ zs o � FAA �,t oF.ers yc so�-i 0�/�s�89,ei� FRAME 3/6�89"PA-BK4- : /a�/o9fkMC1L INSULATION A S ar4 sr 7 3 Pr o f FIREPLACE w -ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL „ r FINAL BUILDING : DATE CLOSED OUT ' r ASSOCIATION PLAN NO. a The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AfA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/P.lumbers _pp Iicant Information Please Print Legibly Nate (Business/Organiz�rion/Ind;viduaI): ��\/U� 1 \ !2 ��{�tW City/Statdzip: o4tA-�f . 4 l 11) - Are you an employer? CbLeck the appropriate box Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. []Ncw construction employees (full and/or part-time)_* have hired the=b-contractors 2 2-❑ I am a kdc proprietor or partacr- listed on the attached sheet 7. Q RFmodeling ship and have no employees These sub-contractors have g. 0 Demolition employees and have workers' working for rm in any capacity. t 9. Building addition [No workers' CAIDp.insurance. ieq �] S. We are a corporation and its 10_[]Electrical zepairs or additions 3.1Tama homeowner doing all work officers have exercised their• 11_❑Plumbing repairs or additions myself.[No workers' comp. tight of exemption per 1VIGL 17 ❑Roof repairs incnrancr-rcquimd_]t c. 157, §1(4), and we havt no ,. employees. [No workers' 13.❑ Other_ comp.insurance required.] *Any applicant tint chm1a box#1 must also fiA out ffic section below showing their workritsi coropmsd. policy inforcriatirni t Homco-Am=who subroit this affidavit indicating they arc doing all work and thco biro outs de cantracto mus m t subrm a t new aff davi t indicatin g such. XCmttractors that check this box must attacbcd an additional sheet cbowing the name of the sub"rootractrris and state wbcthcr or not those Mtitits bavo crnployecs. If the sub-contractors have crrrploycea,they must provid6 their workers'camp.pobey nranbcr. f am an employer that is providing workErs'compensation insurance for my employees. BeLaw is the policy and job site information JDSUS3IlcG Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Sitc Address City/StatdZip: Attach a copy of.the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as r.cquimd under Section 25A of MGL c. 152 can lead to the imposition of c-rimirial pcnaltics of a 5na up to 51,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statrmetit maybe forwarded to the Office of Investi ti o DIA.for insurance coves e verification. I do hereby c un r the pa' sand pen cf perjury that the information providEd abDVe is true and correct. Si attire: / Datc: Phoac# F Official use only. Do not write in this area, to be completed by city or town offzclaL City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person_ Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written_" ." An employer is defined as"an i-adividuA partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal represcntatives of a deceased employer, or the receiver or trustre ofanmdividual,partnership, association or other legal entity, employing employees. However the ywner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the iwclling house of another who employs persons to do maintenance, construction or repair work an such dwelling house )r on th.e grounds or building appurtenant thereto sbaIl not because of such employment be deemed to be an employer." v1GL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or -enewal of a license or permit to operate a business or to construct buildings in the commonwealth for any Lpplirant who has not pro duced-acceptable`evidencc of compliance with the insurance coveraga required." additionally,MGL ohapter 152, §25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall .nter into any contract for,the periormancc of public work unto acccpt�blc evidence of compliance Rath the in-suranLe cquirrrunnts of this chapter have been presented to the contracting authority." '-ppticants lease fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, �f eecssary,apply ycib-contractors)name(s), address(cs) and phone numbea(s) along with their cm E&,ate(s) of urance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no-employees other than the La icmbers or partners, arc not rcquircd to carry workers' compensation ius rrancc. If an LLC or LLP does have nployces, a policy is required.. Be advised that this affidavit may be submitted to the Dcpartrncat of Industrial midents for confirmation of insura-ncc coverage. Also be sure to sign and date the affidavit The affidavit should ;retinncd to the city or town that the application for the permit or license is being requested, not the Department of i(justrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' 3mpcnsation policy,please call the Department at the number listed below. Self-insured companies should enter their :jf t.,nsuranGe license number on the appropriate line. ity or Towii Officials case be sure that the affidavit is complete and printed legibly. The D epartment has provided a space at the bottom 'tl= affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant case be sure to fill in the permiVbcensc number which will be used as a rcfcrcnce number. In'addition, an applicant at must submit multiple permit/liccnse applications in any given year,need only submit cap affidavit indicating current ,h cy information(if necessary) and under"job Site Address" fhe applicant should write"all locations in (city or wn)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the plirant as proof that a valid affidavit is on file for future permits or liccnscs. A new affidavit must be 5lled out each ar.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture ;. um-leaves etc.) said person c is NOT required to omplctc this affidavit a dog license or pctatit to b e Office of Investigations would h7o;to thank you in advance for your cooperation and should you have any questions, :ase do not hcsiiate to give us a call. Department's address, tcicphonc-and fax number. Tha C6mmonwwlth of Ma$sArhus(-,tts Dq)-a finent of kdustrial Accid-=ts Off!" of Investigations , 600 washingtan Street Boston, MA 02111 617-727-4900 ext 4-06 or 1-V7-MASSAFB Fax# (517-727-7749 [ I1-22.06 yr w.mass.gQv/dia I I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWQ-FAKILY DETACIIED RESIDENTIAL CONSTRUCTION (780 CIYMR 61.00) Applicant Narne: print � � C 1 Town: Applicant Phone: Applicant Signature: Date of Application: A��.�%-+ NEW CONSTRUCTIO clioos O f the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR ' NEW ONE- AND TWO-FAMfLY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab, .Option 1: Fenestration exposed 'Wall- Basement Floor Perimeter U-factor floors. R-Value R-Value Wall R-Value AFUETSPF SEER. R-Value R-Value and De di National Appliancc Energy .35 R-3 8 R-19 R-19 R-10 R"10' Conscrvalion Act(NAECA)of 4 ft. 1987,ns amcndcd,minimums or e H cable r ettr a5 II Note: This form is not required if you choose either of the two versions of REScheck.as.listed below. Option 2: M Scheck Version 4.1.2 or later variant softwareanalysis must-be completed 0 CMR6107.3.2 RES check—Web which can be accessed at http://www.energ_ cy odes.goV/reschecId DpZTIONS'O 'ALTEIZA:TIOi�5':T0`:)LXTSTfNG.BUILI)TN `OVER5. AI2S OLD* luildings under 5 years old must use option#1 or#2 in New Conshuction section above; . :)mplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) �. l� E ��tt SF 100 x — _ of glazing (b) Glazing area equals. SF b a -,lazing is':5;401/o usd.the-chart b6ldw. If,glazin is>:401%o proceed to "SUNROOK, Section, 780 CMR.TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING 'LOW-RISE RESIDENTIAL-BUILDINGS . MAXIMUM MINIMUM ❑ Ceiling and Wall Floor Basement Wall Slab Perimeter Fenestration Exposed floors R-Value U-factor R_Value R-Value R-value R-Value and De th' 39 4737 a R-13 R-19 R-10 R-10, 4 feet R-30 ceiling insulatio may be used in place ofR-37 if the insulation achieves the full R-value over the entire ceiling area(ix,not compress.td over exterior Palls, and including any access op enin s).' SUNROOM—An addition or alteration to an existing buildink/dwelling unit where-the total glazing area of said addition exceeds 40% of the combined gross wall and peiling area o f the addition, Note:.. Owner to fill out Consumer Information Form (found in Appendix 120.P) Town of ]Barnstable /y�of SHE rp��� Regulatory Services : awxxsrwsr.r•~ Thomas F. Geiler,Director p�P ' r.~ BuBding Division TfD►�i Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 yvrww.town.b arnsta b l e:ma:us i ice: 508-862 4038 Fax:-508-790-6230 HOMEOWNER LICENSE EXEMPTION rr Please Print . DATE: V U JOB LOCATION: 10 5 Sk,L villa c number siicci HOMEOWNER': VW� 6/t, {�/�l`1Z{G�C7 YU �j ql 4129A. name / I- home phone# work phone# j CURRENT MAILING ADDRESS: {pal CXDF�I`city/town state zip code , The current exemption for"homeowners"was extended to include owner-occupied 6yelliag' 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. Jar t t bEFINMON OF HOMEOWNEp, r 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 helshe shall be esponsible for all such work performed under the building permit. (Section 109.1.1) f '- "'•' ` f } [he undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. .-be undersigned "homeowner"certifies that he/sbe understands the Town of Barnstable Building Department nini>f4orpn n procedures and requirements and that he/she will comply with"said procedures and . qu igna l oproval of Building Official ' y` Note: •Three-family dwellings containng 35,000 cubic_feet or larger will be required to comply with the ate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMYTION C The Codc states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions this section (Section 1 o9.1.1 -Uccosing of construction Supervisors);provided that'if the homeowner engages a person(s)for hire to do such rk,'that such Homeowner shall act as supervisor:" Many homeowners who use this exemption arc unaware that they are assuming the responssbilitics of a supervisor(sec Appaidix Q,' Ics&Regulations for Licensing Construction Supavisors,'Section 2.15) This lack of awareness often results in serious problems,particularly cn the homeowner hire unlicensed persons. In this cast,our Board cannot proceed against thc unlicensed person as it would with a licensed )crvisor. The homeowner acting as Supervisor is ultimately rr-sponn'blc. To ensure that the homeowner is fully aware of his/her rrsponsibilitirs,many communities require,as part of the permit application, :the homeowner certify that hdshe tmdcrstands the responsibilities of a Supervisor: On the last page of this issue is a form currently used by :rat towns. you may care t amend and adopt such 2 form/certification for use in your community- ' /prrTHErpm To`' n of BaMstable 0� Regulatory Services =AaxsrwBM v uess Thomas F. Geiler, Director. a Building Division Torn Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable_ma.us Office: 508-862-4038 Fax: 508-790-623 0 Yroperty Owner Must Complete anal Sign Tf- is'Section If Using A Builder t.t2%2kVPC , as Owner of the'subject property hereby authorize lk 9 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 4L6 /t boo Signatur of O Per Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. 09-14-2007 E BARNSTABLE T 0 W e s F" WMMABUC, 16 r -07 AUG 17 P 2 ,57 Town of Barnstable Zoning Board of Appeals Decision and.Notice Appeal 2007-062 — Harrington Special Permit-Section 240-92(B)Alteration/Expansion of Nonconforming Buildings or Structures Used as Single and Two-Family Residences To demolish part of an existing dwelling and rebuild it in that same footprint located 11.9-feet off Shell Lane not conforming to current required 30-foot front yard zoning setbacks. Summary: Granted with Conditions Petitioner: John M. Harrington and Joanne L. Harrington Property Address: 65 Shell Lane, Cotuit, M_A_ Assessor's Map/Parcel: Map 019, Parcel 695 Zoning: Residence F Zoning District Relief Requested and Background: The subject locus is an .18,339 sq.ft. lot (0.42-acres) developed with a 1,306 sq.ft., 1.5-story, four- bedroom single-family dwelling. The property also contains a one-story detached garage and two sheds. According to the.Assessor's record, the structure dates back to 1905. The petitioners,John M. Harrington and Joanne L. Harrington, purchased the property in September of 2005. The dwelling is located 11.9 feet off Shell Lane at its closest point and is nonconforming with the current required 30- foot front yard setback for the Residence F Zoning District. According to the petition filed and plans submitted, the proposal is to: • Demolish the "left side of the house" and reconstruct it on the same footprint as that which now exists which is nonconforming as to the required front yard setback • Expand the structure to the back with an additional 676 sq.ft. addition which conforms to the current required setbacks. The rear expansion includes the construction of a deck and screened porch. The petitioners have requested a special permit pursuant to Section 240-92(B) for the Alteration/Expansion of Nonconforming Buildings to rebuild that section that infringes into the front yard setback. It would appear that the proposal to add to the rear would be permitted as-of-right as that addition conforms to setbacks. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's office and at the office of the Zoning Board of Appeals on May 24, 2007. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 8, 2007, at which time the Board found to grant the special permit to allow for rebuilding of that section within the front D Town of Barnstable-Zoning Board of Appeals, Special Permit 2007-062—Harrington yard setback subject to conditions herein. Board Members deciding this appeal were, Ron S.Jansson, Randolph Childs, James R. Hatfield, Kelly Kevin Lydon, and Chairman -Gail C. Nightingale. Attorney John W. Kenney represented the petitioners. Also present on behalf of the petitioners, was Steven Cook, the architectural designer from Cotuit Bay Designs. Floor plans and elevations of the proposed dwelling were submitted. Mr. Kenney stated that the property, located at 65 Shell Lane, Cotuit, Massachusetts, was purchased by the petitioners in September of 2005. It is a four bedroom, two-bath, single-family residence and includes a detached garage and two sheds. He presented the plans for the alteration and expansion of the dwelling summarizing that the area to be demolished would be rebuilt in the exact same location that it occupies currently and that the home would contain four bedrooms, just as the existing house does. He noted that the proposed project had been reviewed and approved by the Barnstable Historical Commission. The existinghouse meets the side and rear setback requirements. It does n q of meet the front yard setback. The proposed rebuilding of the front area would maintain that nonconformity in the front yard setback and therefore the special permit was requested. Given that the house located on the premises dates back to 1905, it would be a pre-existing legally created nonconformity in that it predates zoning. In 1962, the Town of Barnstable laid out Shell Lane which documented that the house infringes into the front yard setback. It is 11.9 feet off Shell lane on the right front corner of the house and 16.1 feet on the left front corner. Current zoning requires a front yard setback of 30 feet. Attorney Kenney cited that if the permit is granted it would allow the building to come into compliance with modern building codes, resulting in a substantial improvement in appearance and would include a new Title 5 on-site septic system to replace the existing cesspool. He noted that the use would remain a single family and the number of bedrooms would be 4 which would not represent any intensification of the use of the property. He concluded that the proposed alteration and expansion would not be substantially more detrimental to the neighborhood than the existing building.- Public comment was requested and no-one spoke in favor or in opposition to the request. Findings of Fact:At the hearing of August 8, 2007, the Board unanimously made the following findings of fact: 1. Appeal 2007-62, is that of-John M. Harrington and Joanne L. Harrington petitioning for a special permit pursuant to Section 240-92(B) for the Alteration/Expansion of a Nonconforming Buildings Used as Single-family Residences..The subject property is addressed as 65 Shell Lane, Cotuit, MA and is shown on Assessor's Map 019 as parcel 095. It is in a Residence F Zoning District 2. The property is an 18,339 sq.ft. lot developed with a 1,306 sq.ft., 1.5-story, four-bedroom single- family dwelling. The property also contains a one-story detached garage and two sheds. The 2 Town of Barnstable-Zoning Board of Appeals Special Permit 2007-062—Harrington Assessor's record cites that the dwelling dates back to 1905. The petitioners purchased the property in September of 2005. 3. The dwelling is located 11.9 feet off Shell Lane at its closest point and is nonconforming with the current required 30-foot front yard setback for the Residence F Zoning District. 4. The petitioners propose to remove part of the existing dwelling. More specifically, the left side of the house and rebuild it in that same footprint that now exists. That footprint is situated 11.9 feet off Shell Lane and is not in conformance with the current required front yard setback of 30 feet. Additional living space is to be added to the back of the home, but that addition will conform to the required setbacks and can be permitted as-of-right. The proposal includes a new main entryway to be created on the front of the building as per plans submitted. 5. The locus is not within a designated Groundwater Protection Overlay District and is not subject to the 330 Rule limiting on-site wastewater disposal or subject to Title 5 nitrogen loading limitations. 6. The proposal has been before the Historic Commission as the existing structure is now 75 years old. On March 23, 2007, that Commission approved the plans and proposal for the building improvements. 7. The proposed alteration or expansion will not be substantially more detrimental to the neighborhood than the existing building or structure as that area to be added does not infringe more into the front yard setback than that which exists. 8. Section 240-92-B allows the alteration and expansion of a legal pre-existing nonconforming structure used as a single family dwelling and this proposal falls within that section in the ordinance for a grant of a special permit. Decision: Based on the findings of fact, a motion was duly made and seconded to grant a special permit for the alteration and expansion of the existing single family dwelling located on the property subject to the following conditions: 1. The alterations and expansion of the structure shall be in accordance with plans submitted to the Board. The plot plan for the alterations and additions is entitled "Existing Conditions Plan in Cotuit, Massachusetts prepared for John Harrington", dated March 21, 2007 as drawn by Hood Survey Group, Inc.. The architectural plans are entitled "New Addition/Remodeling for Harrington Residence 65 Shell Lane, Cotuit, MA as drawn by Cotuit Bay Design, dated February 22, 2007 and consisting of 4 sheets. 2. The number of bedrooms on. the property shall not exceed four bedrooms. 3. The existing garage situated within the required side yard setback shall not be expanded. If and when that garage is demolished, or moved, or should it be destroyed by an act of nature, it shall only,be permitted to be rebuilt or moved in full conformity to required district setbacks. 4. All construction shall conform to all applicable building codes and fire regulations. The on-site septic shall conform to all Title 5 and local Board of Health requirements without variance. 3 Town of Barnstable-Zoning Board of Appeals Special Permit 2007-062—Harrington 5. All exterior mechanical equipment (electrical generators, air conditioning units, etc...) shall be located to conform to the district setback requirements and shall be screened from neighbor's views. 6. All requirements of the Historic Commission shall be complied with. 7. This decision must be recorded at the Barnstable Registry of Deeds"and a copy of that recorded document must be submitted to the Zoning Board of Appeals office and to the Building Division at the time a building permit application is made. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Ron S.Jansson, Randolph Childs,James R. Hatfield, Kelly Kevin Lydon, Gail C. Nightingale NAY: None Ordered: Special Permit 2007-062 has been granted with conditions. This decision must be recorded at the . Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals office. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. 0/2 ` �°� �117107 Iincl' la I C. Nighting -Chair n nDa Signed - Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decisi has been filed in the office of the Town Clerk. Signed and sealed this day f nder the pains an O ��f ,'r; Linda Hutchenri er-Tows I =r� 4 lot 4 . .... . ... ..... LEGAL NOTICES TOWN OF BARNS7ABLE ZONING BOARD OF-APPEALS NOTICE OF PUBLIC HEARING:UNDERTHE ZONING ORDINANCE AUGUST 8 2007 ,i To all persons interested in,or affected by the Zoning Board of Appeals under Section 11 of Chapter 40A of the General Laws of i the Commonwealth of Massachusetts and:all amendments thgreto <— You a"hereby notified that 7:15 PM Appea12007 062 Hamngton ' 0n.M Mamngt6riamd.JoanneL Harringtonhavepetitionedfora" SpecialPermitpursuanttoSection240-92B,foftheAlterafionlExpan' Sion of Nonconforming Bwldings Used as Sirgle family Residences;:_ The.petioners propose to remove part of the exrsfing dwelling and»; rebulditinthatsamefo6 rintthatnowexisfs;ThatfootprintrssRuated'I 1 Pleat off Shell Lane and is"riot m'conforrriance with the currenfa required;front yard'setbadk of;3Q feet The,property is'addressed' as 65,Shell Lane Cotud MA Arid rs shown_onAssessor'aMap 019``'! as parcet,095 Jt rs rn a Residence F Zoning Drsfict r =` 745 RM Appea[2007064}' Ruscitto o 1'' RobettA Ruscitto:andBetteJ.R us'cdtohaVepeffionedfo004al; Permit pursuant to$ecbon 240 92 B for theAlterahon/Ezpansron of Nonconforming Buildings Used as Single faintly Rewdehces the pehfioners propose fo.expand the exisfing dwelling wdb a�vo story addition .Tho proposed addition is located 14 21eet ofl F)arborrlew Road and.is not inc onformance wdh the cur ant required front yard; setback of 20 feet The property`is addressed as 73 Geoge Street. Bamstable MAand ksshown on Assessor s Map 3 i9 as parcel 056 Its in a Residence B Zoning Distinct' 8 06 PM Appeail2007-063`': Najarian RobertA Nalapan has petdroned for a rriodfic`ation`of Specal Pq.M#1985-54 The'petifioner_seeks to modify that.conddion of:; the permit.that restricted the use pf a sek and fl1.00j'apartrneli�nt and to that of the propertyowner onljr`. The proposed modification re quests that use of the;aparfrnent be allowed to the property owner' and/or lessee or owner of the restaurant loafed on the fistdoor of tF(eLbwlding The property rs addressed 167 Sea Street:Hyannis,', MA and rs'shown on Assessor s Map 307 es parcel 046"It is m a ;Residence.BZorsngDistnct 615 PM Appea12007-068 Mohan i JMantyn J Mohan has peoned:for a Special Permd pirsufint to Section 240 91 H(2).:`Demolfiort;and RebwTdmg rihepetihoner seeks to'demohsh the exisfing single fatuity dwelling located on the lot and rebuild a newaarger single family dwe0ing dot in con(or 4 r manta.with.the current setback rgquirements and whicti`exceeds.•:, the maximum lot coverage and;maximum floor area rado allowed. ( under inning The property is addressed as f5 Ripple Cove Road Hyannis MA is shown on Assessor s Map 325 as parcel 065 It'Js in a Residence B Zoning Distinct x815'PM.Appea12007-067 Mohan Wanlyn 3,Mohan has,applied fob Vanancesfo Secbon 24011E BulkRegulations MmimumLotAreaandMmiriiumSrdexardSetback and Section.240 91 IA(b)(1)$(2}Demorfion and Rebuilding on::, Nonconforming Lots Allowable Lot Coverage and Maxiniym Floor Area Ratio Theapplicantseekstotlemolish0ieexrsfingsingle family dwellinglocatedontheundersized13,600sq`ftclotandrebuildanew 1 larger s1h9fem famrty dwel ino situated 6 feet off tfie side p�operiy brie and exceedingthe maximum lot coverageof20'h'and maximuigfloor aiearafio of0 30allowed underthedemolifion/rebknldrng prdvrsiono(: t(ie ordinance The property is addressed as t5;Rrpple Cove Road Hyannis MA and'is shown on Assessor s Map 325 as patcet 065 j ttas m a Residence B Zoning District These Public Hearings will be held at the Barnstable Town Hall 367MainStreef Hyannis MA HpanngRoom 2ndFloor Wednesday A of Appeals dfficea pGplrcoawttohn s maybe review ugust.8200.7 Plsd Zoningoad ManamDepBr eadr tomf ethnfe . Town 0ffices;_200 Mam Street,Hyannis } `�"sFx�s pia;L� �� •�• Nightingale;Cfaimian. Zoning Board ofAppeals The Bamstable Patriot � - - JuIlt20 arld July 27;2007 _ , _, s ., AbutterReport Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s):. '019095' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 24 Close Map&Parcel Ownerl Owner2 Addressl Address 2 M=ailing CityStateZip 019091 MALONEY, LEO CHELMA REALTY 4 ARROWHEAD LN MILTON, MA PAUL&ANNE M TRS TRUST 02186 019092 DAVIES,ALAN R 50 SHELL LN COTUIT, MA 02635 019093 PROTZ, PAUL& 3 RICHARDS RD LYNNFIELD; MA MARY E 01940 019094 SHEAFFER, PAULA R RAY-KAY TRUST 55 SHELL LN COTUIT, MA TR 02635 019095 HARRINGTON,JOHN 10 KINGSBURY ST NEEDHAM, MA M&JOANNE L 02492 019096 HALSTED, ELINOR ELINOR FILES 188-D OAK GROVE MANCHESTER, TRS HALSTED REV TR ST CT 06045-0191 019098 LIND, FRANK A& THE 93 SHELL LN P 0 BOX 514 COTUIT, MA CATHERINE D TRS REAL ESTATE TRUST 02635 019127 ROPER, DIANE 10 ELM ST MILTON, MA 02186 019130001 SOUZA,JAMES P TR THE 1169 MAIN ST 1169 MAIN ST COTUIT, MA REALTY TRUST 02635 019130002 MOJO,STEVEN A& 39 N HILLSIDE PL RIDGEWOOD, NJ JEAN N 07450 019146 SINUC, ROBERT A& 9 COVENTRY RD GLENMONT, NY LINDA M 12077 019148 CREEDON,JOHN F CREEDON,SHIRLEY 40 PRISCILLA RD S EASTON, MA A 02375 019149 LEACH,ALLEN W& 10 PAULA LN COTUIT, MA MARY T 02635 019162 CHERUBINI, LITTLE ANGELS 59 COMMONWEALTH BOSTON, MA BARBARA TR REALTY TRUST AVE 02116 019163 NAUGHTON, 27 OLIVER TRAIL SUFFIELD, CT FRANCIS E 06078 019164 HUSTER, DIANE J 279 WINTER STREET NO ANDOVER, MA 01845 034001 1159 MAIN STREET PO BOX 430 OSTERVILLE, MA LLC 02655 034002 SAITLAND, NANCY 38 COTTESMORE CT STANFORD RD LONDON W8 5QN, . ENGLAND 034003 DAVIES,ALAN R TR GILMEAD REALTY 50 SHELL LANE COTUIT, MA TRUST 02635 034004 CHRISTIAN, KIM& 1141 MAIN STREET COTUIT, MA MARY K 02635 1.u.Y.//__�_�_.i___.YL._Y.__a..Lt_ .__._ ___/„__:_---/____-,_-___-__/A7___u__.Tl_.___.� __.___n.__._ _ �r� • nininnn.r AbutterReport Page 2 of 3 r 034005 GOWDY, PAULA A %RODDAY' 616 LOWELL RD CONCORD MA PENELOPE P 01742 ,,AbutterReport Page 3 of 3 034006 DAVIES,ALAN R TR GILMEAD REALTY 50 SHELL LANE COTUIT, MA TRUST 02635 034007 MALONEY, L PAUL MALONEY,ANNE M 4 ARROWHEAD MILTON, MA TRS LANE 02186 034008 NEAGLE, BARRY P& p 0 BOX 2037 COTUIT, MA MARY LOU 02635 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/10/2007. r BARNSTABLE REGISTRY OF DEEDS PLO Town.ofBarnstable t , t, ,: .` •f , r3 . .: Barnstable Historlcal Commission BARNSTABLE, `-Y-20.0 Main Street, Hyannis; Massachusetts 02601 9 MASS tea: (5Q8� 862-4786 FaX,(508� 862-4725' ;. r 'a _ . .. ;,,,� —400 BOA i639 �4b i_ www.town.barnstable.ma.us rFDMA n, 3 73 U �.. March 23, 2007 r"1 x_'O Linda Hutchenrider, Town Clerk 367 Main Street, Hyannis MA 02601 N Steven Cook, " 43 Brewster Rd, Mashpee, MA 02649 Joanne and John Harrington 10 Kingsbury St,Needham,MA 02492 Thomas.Perry, Building Commissioner 200 Main St, Hyannis MA 02601 Re: : DECISION of the"Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable Chapter 112;Historic Properties,Article 1, Protection of . Historic Properties ss 112-1 "through ss=112-7 -'t G kiy; "t APPROVING the.;application for PARTIAL DEMOLITION as follows: - Plans entitled: "New Addition/remodeling for Harrington Residence, 65 Shell Lane Cotuit"; dated 2/22/07, drawn by Cotuit Bay Design Location: 65,Shell Lane, Cotuit; Assessors map and parcel: 019095 Date application submitted: March 13, 2007 The Barnstable Historical Commission reviewed the above referenced application at a their regularly meeting of March 20, 2007. At that meeting, they found that the portion of the house being demolished at the above location was not architecturally or historically significant and that the proposed addition was designed in keeping with the remainder of the building. Present and voting unanimously to permit demolition a portion of the building without a public hearing were: Nancy Clark, Ch. Barbara Flinn, George Jessop, AIA, Marilyn Fifield, , Melissa Niedzwiecki,. Jessica Grassetti,Nancy Shoemaker Absent: None Sincerely . � �,•.4_ -� � f .J ^ . ;. .•� 4, �..� as a ... ` •, Nancy�Chairman CC: Sarah Korjefl; Cape Cod Commission Ruth Weil;,Director"GMI)' I_ g,sr REScheck Software Version 4.1.4 Compliance Certificate Report Date:08/06/08 Data filename:C:\Program Files\Check\REScheck\harrington.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 17% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 65 Shell lane John&Joanne Harrington Steven Cook Cotuit,MA 02635 10 Kingsbury Street Cotuit Bay Design,LLC Needham,MA 02492 43 Brewster Road 617-792-5990 Mashpee,MA 02649 508-274-1166 steve@cotuitbaydesign.com Compliance:Passes Compliance:0.5%Better Than Code Maximum UA:399 Your UA:397 Gross Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value or D•. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1065 38.0 0.0 32 Wall 1:Wood Frame,16"o.c. 2584 15.0 0.0 164 Window 1:Vinyl Frame:Double Pane with Low-E 299 k: 0.390 117 Door 1:Solid 20 ' 0.140 3 Door 2:Glass 138 0.370 51 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 665 38.0 0.0' 17 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 400 30.6 I` 0.0 13 e Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be o greater than 1250% the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date Project Title: Report date:08/06/08 Data filename:C:\Program Files\Check\REScheck\harrington.rck Page 1 of 4 i REScheck Software Version 4.1.4 Inspection Checklist Date:08/06/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.390 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.140 Comments: ❑ Door 2:Glass,U-factor:0.370 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table 6106.4.4.3. Duct Construction: Project Title: Report date: 08/06/08 Data filename:C:\Program Files\Check\REScheck\hanington.rck Page 2 of 4 All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date:08/06/08 Data filename:C:\Program Files\Check\REScheck\hamngton.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:08/06/08 Data filename:C:\Program Files\Check\REScheck\harrington.rck Page 4 of 4 r - - AWC Gi irde-to Wood Construcdon in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 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)--Z_stories <_2 stories RoofPitch...........................................................................(Fig 2) ........................................... it <_12:12 MeanRoof Height ..............................................................(Fig 2)...........................:........ M ft <_33' BuildingWidth,W ...............................................................(Fig 3).....:..........................� .......4Z ft <_80' BuildingLength, L...............................................................(Fig 3)...............................31�. ......... 5 ft <_80' _rG Building Aspect Ratio(L/W ) ...............................................(Fig 4)................................l.!�l�....... 1.�D_<3:1 Nominal Height of Tallest Openingz . ..............................•-(Fig 4)................................................ <6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..... ConcreteMasonry.................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'3 VASG a,�� i&A i- 1 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete Bolt Spacing-general ..............I............................(Table 4)....................................1 P ( 9 ).................................... "c'.'.. in. Bolt Spacing from end/joint of late.............................(Fig 5 —F- Bolt Embedment-concrete.........................................(Fig 5)................................................. in.>7 Bolt Embedment-masonry.........................................(Fig 5)...................................:........_n in.>16, PlateWasher................................................................(Fig 5)..............................................>_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).................................................... 6 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................................................(t�-ft. <d FloorBracing at Endwalls....................:..... ...........:.............(Fig 9).............................. .................................... -�• Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness :..............................:.......... ......(per 780 CMR Chapter 55).......................X in. Floor Sheathing Fastening..................................................(Table 2).._rd nails at--G-in edge/ 1Z in field 4.1 WALLS Wall Height Loadbearing walls......................:.................................(Fig 10 and Table 5)........................... ft :510' Non-Loadbearing walls.................:..............................(Fig 10 and Table 5)..........._...............T ft <_20' _Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................1$in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ Oft <d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)................------........2x--+- Z ft in. ✓� Non-Loadbearing walls................................................(fable 5)..............................2x 4 -I ft y in. t/ Gable End Wall Bracing' Full Height Endwall Studs.....................................:......(Fig 10)............................ -�� WSPAttic Floor Length................................................(Fig 11)............................................._Q ft>_W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................Z-ft>0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)...............:...................................:......... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... 4 ft r� Splice Connection(no.of 16d common nails)..............(Table 6)..................................................*- ..; r✓ r AWC,Guide-to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)........:.......................(Tables 7).....................................: _�- ............... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..................... "Z Load BearingWall Openings record largest opening but check all openings for com compliance to Table 9 P 9P ) HeaderSpans ........................................................(Table 9)..................................�ft a in. <11' _ SillPlate Spans ........................................................(Table 9).................................. C ft S in.5 11' Full Height Studs (no.of studs)....................................(Table 9)....................................................... S -tC' Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................J-3.ft O in.512' SillPlate Spans...........................................................(Table 9)...........................:......3�ft Cb in.512" s� Full Height Studs(no.of studs)....................................(Table 9)....................... ` Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................ <6,8" v. SheathingType..............................................(note 4)..................... .. . ... ....... .. . ......... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................_3 i in. Field Nail Spacing -.' P g..........................................(Table 10).............---................................. 12 in. t� Shear Connection no.of 16d common nails))(table 10).................................................... .. t� Percent Full-Height Sheathing 5%Additional Sheathing for Wall with Opening>6'8°(Design.Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Opening2...............................:........................................(o 6'8" Sheathing Type..................................:...........(note 4).....................................................�P Edge Nail Spacing.........................................(Table 11 or not e 4 if less)........................_3 in. - Field Nail Spacing....................................... ..(T .. I in. able 11)............................................... Shear Connection(no.of 16d common nails)(Table 11 _L Percent Full-Height Sheathing.......................(Table 11)...................... ......... 4'3j:% ............... 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... , [/ 5.1 ROOFS r Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) f` Roof Overhang ............................. .....................(Figure 19) ............. ..G ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls -� Proprietary Connectors Uplift.................................................(Table 12)..........................:.....:...........U23 1f Lateral............................................:(Table 12).............................................L= l 7(._ _Opff ✓' Shear...............................................(Table 12)..........:..................... ............ S==Plf v Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=__L7? -� Gable Rake Outlooker............. ............................(Figure 20) .............�C ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................:........:...............(table 14)............................................U= 1 1b. Lateral(no.of 16d common nails)...(Table 14)...................... Roof Sheathing Type••...------...••...................................(per 780 CMR Chapters 58 and 59) ............ h Roof Sheathing Thickness............................................ ...........................................:.twin.>_7/16". n �' Roof Sheathing Fastening............................................(Table 2)..................... �L Notes: — VP 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. Corner 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. `7T�T AtJ 6=K fOW i i y 7 16a,ZLC FIGURE 3 NARROW WALL OVER RAISED WOOD FLOOR OR SECOND FLOOR—FRAMING ANCHOR OPiIONm i Outside Elevation Side Elevation q Min.670 lb.framing ;qg anchors(e) Nail sole plote 1, �' Nail sole Ref.No.LTP4 I ° ( ) to per table ; plate to joist Any orientation R602.30) q°, ae per table el permitted yielding a d= R602.3(1) 670 lb.capacity a d In 1 5 Wood structural panel sheathing over approved bond joist Approved bond joist i Framing anchors installed per the anchor manufacturer's recommendation. Use engineered wood Rim Board®,I-joist or DRY lumber rim joist to minimize potential for buckling over bond joist. Notes: (a)See Figure 1 for complete framing detail. (b)Capacity based on stress increase(1.60). Not to scale FIGURE 4 { NARROW WALL OVER RAISED WOOD FLOOR OR SECOND FLOOR—WOOD STRUCTURAL PANEL OVERLAP OPTION(G) Outside Elevation Side Elevation I'a 'qe 1+ 8d common nails Nail sole plate ,' Nail sole ° (0.131"x 2-1/2") to joist per table Min. Rb02.3 1 Id° plate to joist Overlap 3"o.c.top and bottom O I a., d per table 9-1/4" 'd° R602.3(1) d° °=- • I e Wood structural panel sheathing over approved band joist Approved band joist Use engineered wood Rim Board®,I-joist or DRY lumber rim joist to minimize potential for buckling over bond joist. Note: (a)See Figure 1 for complete framing detail. Not to scale 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Parcel Application�D Health Division ^' Date Issued Conservation Division , Application Fee Planning Dept. Permit Fee; IL Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis 1° rr iit Project Street Address LAVAt Village Owner AddresstA Telephone Permit Request SAwt �s�E Square feet: 1 st floor: existing proposed 2nd floor: existing propose Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑.Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: g Full ❑ Crawl ❑Walkout ❑ Other 4� Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new + Half: existing / new Number of Bedrooms: existing - Total Room Count (not including baths): existing '7 new First Flo ',Aoom Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other ; Central Air: ❑ Yes No Fireplaces: Existing New Existing wood/coal stove: +0 Yes J No Le- Detached garage: A existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0 existing.: ❑ new size_ Attached garage: ❑ existing ❑ new s e ,_-gt ed: 4-existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use -,.APPLICANT,INFORMATION (BUILDER O HOMEOWN Name V "l Yyq,&R Nro C yo tC Telephone Number i 9 Address �SP VAC'_` C�l4V��:— License # AAHome Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BF_TAKEN TO SIGNATURE DATE �� C FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ` MAP/PARCEL NO. I ` I ' _ ADDRESS 1 VILLAGE OWNER yt DATE OF INSPECTION: , r FOUNDATION i FRAME I INSULATION } FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING � 1« DATE CLOSED OUT- ASSOCIATION PLAN NO. t `-" The Commonwealth of Massachusetts =� Department of Industrial Accidents 1 Office of Investigations ' _ 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ( Please Print Legibly Nam:e:(Bu'siness/Or, ni�atio divi z—� 1Cit'y/State/Zip C,c71`t f14 1/4 Phone#: (v/ Are you an employer?Check the appropriate x: Type of project(required), 1.❑ I am a employer with 4• I am a general contractor and I employees(full and/or part-time).* ave hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp, insurance.$ 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their []Plumbing repairs or additions 11. Plumbin re myself. [No workers' comp. right of exemption per MGL 12.[] Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees.- Below is the policy and jobs information Insurance Company Name: r i Policy#or Self-ins,Lic.#: Expiration Dater Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investiga• e DIA for insurance coverage verification. I do hereby c u der the Pq ins an Wallies of perjury that the information provided above is true and correct Si tore: Da l I d�. iphone#: J I_ eosr./�:r _ �s rr i� ai efZ�i c'�urffp[et�Ci'�'O�CYty Or IOwn offic— City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. 5.'Plumbing Inspector 6. Other Contgct Person: Phone#: t I zz 641A ca 0 5 0 � SL4-6,s c0VA/� 4. Y i THE rq� Town of Barnstable Regulatory Services zAarrsUBM : Thomas F.Geiler,Director. y Mass. a . �A • .�� Building Division TED MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print CJOB-I number street village "HOMEOW_N_ER'' name home phone# work phone# r CURRENT IvIAILING'ADDRESS:'---L—� Y"C<r'�-�=- city/town state zip code The current exemption for homeowners was extended to include owner-occupied dwellings ofsix units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF.HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. e aeed"homeowner"certifies that he/she understands the Town of Barnstable Building Department tion procedures and requirements and that he/she will comply with said procedures and re at �f_Hom � erg 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 is 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 forrn/certification for use in your community. Q:forms:homeexempt THE To Town of Barnstable ° Regulatory Services ` sarixsxasr.E, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section.L If Using A Builder I, �JVI� '^P,�qkv4-DGroP as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools i 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 Nat ie nI_n_t_31�ITz—e Date QTORMS:OWNER.PERMISSIONPOOLS 6/2012 i MAX SERIES oINDOOR AIR SYSTEMS HEAT RECOVERY VENTILATORS Model Selection 'Description — .1 2 .3 4 5 I Effectiveness; Performance O, e W x D(in) I i(25 Pa) (50 Pa) (75 Pa) (100 Pa)(125 Pa)+ �0°C(32°F1' Highlights lating Defrost 76 73 70 66 60 ! eCompact design for tight installations, Three top ports 95 x 18.5 x 16 (36) (34) (33) (31) (29) 88/° };and 4th port knockout allows top or side mounting. lating Defrost i 144 134 125 113 92 e i,Most popular HRV Horizontal with door port balance. :155 MAX RX 19 x 33.62 x 14.75 1 (68) (63) (59) (53) (43) 1 73/° I Same as 155 MAX,reverse design. 155 ECM* p Recirculating Defrost }f 164 157 147 146 140 ) 72e/n Same design as 155 MAX,with a highly efficient !i 19 x 33.62 x 14.75 'l (77) (74) (69) (69) (66) energy-saving ECM motor. * Damper Defrost I 191 184 177 169 159 88e/n 4 Dual core for maximum heat recovery and includes 195 ECM 19 x 49 x 14,75 90 86 � ( ) ( ) (83) (80) (75) i I I tenergy-saving ECM motor. 200 MAX* Recirculating Defrost � 207 200` 184 171 152 I i li 74% b�Versatile performance in a variety of regions. 200 MAX RX* 19 x 33.62 x 14.75 (97) (94) (87) (80) (71) �i f Same as 200 MAX,reverse design. :195 DCS* i Damper Defrost l 216 195 181 158 144 l," 92% I Dual core for maximum heat recovery and i (s 19 x 49 x 14,75 I (101) (92) (85) (74) (68) ?4energy efficiency. 1 Damper Defrost 235 220 203 186 167 �I Same as 195 DCS except for greater airflows. 300 DCS* �; 19 x 49 x 14.75 111 104 90% ( ) ( ) (96) (88) (79) _ ,r Meets the needs of high-efficiency in larger homes. ERV options also available. See your Sales Representative or www.lifebreath.com Control Options 200 MAX 155 EGM or choose... Lifestyle MAX Lifestyle MAX f tar i Digital Control � � Programmable #99-DXPL01 Control w. (included) #99-LS01 �. • 5-speed operation • DELUXE fully featured ° - w • 4 user operational modes 5-speed,4 mode unit. -continuous ventilation • Fully PROGRAMMABLE, 20 min,ON,40 min.OFF customize for to cus ng allowi you t 20 min.ON,40 min.recirculation` continuous recirculation* Your Pe you lifestyle, w 'Not available on all models • Built-in interface to furnace • Automatic control based on • Automatic service reminder outdoor temperature sensing. 95 MAX 51300._DCS Timers ' 19 R 195 ECM Lifestyle 20/40/60 Minute Timer#99-DET01 • Initiates high speed operation *` 4 0*ing a,ovv standard for 20,40 or 60 minutes c f • r Fj. * .*r .jM,clean.air homes Lifestyle 20 Minute Timer#99-20M01 V { • Initiates high speed operationA ` •�'� � for 20 minutes 3 Jv..faoturer re ser �lYe rtti -" "r c -- - - 98MAX-R1VC(08-11) N7 �- �W 7 APN 34-005 AREA = 18,339±5F z , (CALL) N) LOT COVERAGE = 9.7% a o i SF1ED - O _ rn 1 Ul C�� N � N ' z - N J Oci O O �^ EXISTING 5HED rn "✓J FOUNDATION l , 15.3. " 1 GRG. No.G5 1 112 5TY. WD. FRM. I G. ' L- 87.00' • 569°57,z0,E r YOUT) LANE . SMELL (I 962 TOWN LA I HEREBY CERTIFY THAT THE FOUNDATION DEPICTED HEREON WA5 LOCATED BY INSTRUMENT SURVEY ON 18FEB09, AND 15 LOCATED ON THE GROUND A5 SHOWN. FOUNDATION CERTIFICATION JOB No.: OG308 IN DATE: 19FEB09 BARN 5TAB LE (COTU IT) MA SCALE: 1" = 30' PREPARED FOR JOH N HARRI NGTON hood survey group, Ilc land surveyors - encgmeer5 18 route GA, Sandwich, ma 025G3 Ph: (508) 888-1090 Fax: (50(5) 633-8212 �q F,e WOOD ASSOCWTOM AENGLINNO T E _ H N I C 0 L T O P I C S Form No.TT-100B Page 1 of 3 April 2007 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1,was envisioned primarilx for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame,thus, the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism,the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design(APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code (IBC)drift limit and an adequate safety factor are maintained. For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels- wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame@ for Engineered Design,APA Report T2002-46,APA—The Engineered Wood Association,Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame@ with 10-ft Height and Lumber Header, APA Report T2003-11,APA—The Engineered Wood Association, Tacoma,WA APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame@ as Wall Bracing,APA Report T2002-70, APA—The Engineered Wood Association, Tacoma, WA 7011 South 19th Street•Tacoma,WA 98466 Telephone(253)565-6600•Fax Number(253)565-7265 www.apawood.org ©2007 APA—The Engineered Wood Association. Form No.,TT-100B Page 2 of 3 Apri12007 Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadingab,c,a ASD Allowable Design Values per Minimum Maximum Ultimate Load Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 ta'Design values are based on use of Douglas-fir or southern pine framing. For other species of framing,use the specific gravity adjustment factor=[1-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. (')Values are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical.Services Division Disdaimer The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field expenence. Neither APA,nor its members make any wa►ranly,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings, conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. 2007 APA-The Engineered Wood Association Form No.TT-100B Page 3 of 3 April 2007 Figure 1. Construction details for APA portal-frame design with hold downs EXTENT OF HEADER ..........._ DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) I ; EXTENT OF HEADER •� SHEATHING FILLER� ----SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) --.� '�� AI IF NEEDED 1 I f MIN.3'X 11.25" NET HEADER C \�I . � tj: �I' 1000 LB • FASTEN TOP PLATE TO HEADER WITH TWO 1000 LB TYPICAL PORTAL I 180 ' HEADER ! , FRAME .i. SINKERS ROWS OF 16D SINKER NAILS AT 3'O.C.TYP. STRAP(REF. I STRAP �• � I i CONSTRUCTION 2 ROWS I \ 1000 LB STRAP OPPOSITE SHEATHING NO.LSTA24) I•I• .!• 3'O.C. ! (REF.NO. FOR A PANEL SPLICE' .•. I I LSTA24) [ ;; I•. I• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR ; i ; (IF NEEDED),PANEL ! I` GALVANIZED BOX NAILS IN 3'GRID PATTERN AS SHOWN AND i': EDGES SHALL BE MIN.2X4 MAX. 3'O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. C BLOCKED,AND OCCUR i.;: FRAMING HEIGHT •� WITHIN 24'OF MID •! TYP. FOR BRACING:MIN.WIDTH=16'FOR ONE STORY . 10, % HEIGHT.ONE ROW OF ; MIN.WIDTH=24'FOR USE IN THE FIRST OF TWO I TYP.SHEATHING-TO- STORIES.FOR ENGINEERED USE SEE TABLE 3. / FRAMING NAILING IS 1J. 4200 LB REQUIRED. TIE • MIN.(2)2X4 ( j -+ ! I ; IF 2X4 BLOCKING IS DOWN I •� MIN.(2)2X4' ; 3/8'MIN.THICKNESS WOOD i i'I USED.THE 2X4'S MUST ! DEVICE I I / STRUCTURAL PANEL SHEATHING BE NAILED TOGETHER I (REF.NO. I i MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED WITH 3160 SINKERS. STH014) INTO CONCRETE AND NAILED INTO FRAMING),INSTALLED MIN.1000 La I PER MANUFACTURER.(REF.NO.STHD14.) # TIE DOWN ! , MIN.2"X2"X3/18'PLATE WASHER DEVICE(REF. -- NO.STHD8) ry ---`ONE 518'DIA.ANCHOR BOLT WITH T MIN.EMBEDMENT FOUNDATION PER CODE . — A SECTION A-A FRONT ELEy/��ION SIDE ELEVATION 0 2007 APA—The Engineered Wood AssocieVon �-- �� r (f/1ct�S FIHET Town of Barnstable � BARNSTABLE. ' _ Regulatory Services 7 MASS. �w t639• Building Division ArED MA'S a, 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 (. Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ' Location �P S S,'!�:<-�_ ,G,ol-�- e.T, Permit Number Z.0 O d `lz Owner /q!E Pe{.U6i'y/'/ Builder 5 sl-kyt r-- One notice to remain on job site, one notice on file in Building Department. The following items need correcting: C 3E'Nr�nc.iG C=s %n/ J�:.r 1�S�i/ e4�A/� • �k�c=FC icr>f �&z�10 7o . C. I reXC.t N4#> fC- Al-" A*c i10t n 6At5 �dc> by l pr7; ) I P I(�.) 134rH : W p CC. -- F) 6(- d#7f5 'LO '0 4 3 L L/L Z aL ry Itlepafff1l: 508-862-4038•for re-inspection. by ✓� ; 3 Date -� 31 �T i_._�.-_ °F,HE r°w Town of Barnstable ti BARNSTABLE. • Regulatory Services \ 9 MASS. 039. Building Division prf0 MAC A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection P/. Location �P S S116 6 t- Z 4NC (' , Permit Number Owner -e re 11u6 1-0 AJ Builder S +;F-E One notice to remain on job site, one notice on file in Building Department. The following items need correcting: CN.�riuG e s /Iv J r ry .L'!Alb /ci t /�✓ A 70E- TC i1 41V 4 U/Arc T. xc—n"Wet- C -fG— 44- 4*e- 1Uot l°Ygerr&(ec4, rlR-.6COc�--&f) ° PIP& c M 84rk w04 L 6 s� No�� �° a7� b N �c Pc -s V � u �� �� lbo�z (3 z '�� Pc?lm (61f1c� l� S�b�K{ZIA� r -i'� N M Cl 6r E W t 7' f llee K Iq Cod^ 0 `f i� 1t S c t vL Cv-' Please call: 508-/8}62-403?8•for re-inspection. D Inspected by /1-14rt Date O � w �F[HE TOyr Town of Barnstable Barnstable Historical Commission * BARNSTABLE, •' 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. �A (508) 862-4786 Fax (508) 862-4725 i639. y0 www.town.barnstable.ma.us ATFD MP'�A O 3 O 3> March 25, 2007 Linda Hutchenrider, Town Clerk 367 Main Street, Hyannis MA 02601 'C7 rri y Steven Cook, ^� w 43 Brewster Rd, Mashpee, MA 02649 Joanne and John Harrington 10 Kingsbury St,Needham, MA 02492 Thomas Perry, Building Commissioner 200 Main St, Hyannis MA 02601 Re: DECISION of the Barnstable Historical Commission,pursuant Fo the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for PARTIAL DEMOLITION as follows: Plans entitled: "New Addition/remodeling for Harrington Residence, 65 Shell Lane ' Cotuit"; dated 2/22/07, drawn by Cotuit Bay Design Location: 65 Shell Lane„Cotuit; ssessors map and parcel: 019095 Date application submit ted:,LVIa ch 13, 2007 The Barnstable Historical Commission reviewed the above referenced application at a their regularly meeting of March 20, 2007. At that meeting, they found that the portion of the house being demolished at the above location was not architecturally or historically significant and that the proposed addition was designed in keeping with the remainder of the building. Present and voting unanimously to permit demolition a portion of the building without a public hearing were: Nancy Clark, Ch. Barbara Flinn, George Jessop, AIA, Marilyn Fifield, , Melissa Niedzwiecki,. Jessica Grassetti,Nancy Shoemaker Absent: None Sincerely 7ncy Chairman CC: Sarah Koi Jeff, Cape Cod Commission Ruth Weil,Director, GMD Op 114E i, Town of Barnstable Barnstable Historical Commission * BARNSTABLE, * 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. �a (508) 862-4786 Fax (508) 862-4725 �QA 1639• �� www.town.barnstable.ma.us rFD MP. A O 3 c) March 25, 2007 N � Linda Hutchenrider,Town Clerk -" 367 Main Street, Hyannis MA 02601 7-1 �-- Steven Cook, N w 43 Brewster Rd, Mashpee, MA 02649 Joanne and John Harrington /Thomas 10 Kingsbury St,Needham, MA o2492 Perry, Building Commissioner 200 Main St, Hyannis MA 02601 Re: DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable Chapter 119, Historic Properties, Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for PARTIAL DEMOLITION as follows: 2 Plans entitled: "New Addition/remodeling for Harrington Residence, 65 Shell Lane Cotuit"; dated 2/22/o7, drawn by Cotuit Bay Design Location: 65 Shell Lane, Cotuit;Assessors map and parcel: o19o95 Date application submitted: March 13, 2007 The Barnstable Historical Commission reviewed the above referenced application at a their regularly meeting of March 20, 2007. At that meeting, they found that the portion of the house being demolished at the above location was not architecturally or historically significant and that the proposed addition was designed in keeping with the remainder of the building. Present and voting unanimously to permit demolition a portion of the building without a public hearing were: Nancy Clark, Ch. Barbara Flinn, George Jessop,AIA, Marilyn Fifield, , Melissa Niedzwiecki,. Jessica Grassetti, Nancy Shoemaker Absent: None Sincerely 7ncyChairman CC: Sarah Korieff, Cape Cod Commission Ruth Weil,Director, GMD �r J U mu12 27 _ m IF-MIrm N 4 U W ® oo ® �® ® Fm LLU FRONT ELEVATION 12 g c � 2 W � R = cD SCALE: 1/4"= 1'-0" DATE: 2/22/2007 . DRAWING NO.: RIGHT SIDE ELEVATION PRELIMINARY DRAWING FOR DESIGN REVIEW A 3 T.r wnumoro MDIT aN, NOTES: U .. .. B.S P.T.6,8 POSTS W/ Tn I,vn,eus ND 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS Ls]0� &DIMENSIONS IN THE FIELD ¢ w CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, NEW a I A DETAILS,&FINISHES IN THE FIELD WITH OWNER -cc _m m A7 SCREENED I A7 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT I PORCH 4 FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 3 o - 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS £ I LINE OF WALLABOVE m £ ` O m N l 4G —____---r-------- - HF STATE BUILDING CODE,SEVENTH EDITION C.J v a I¢. 6J 110 MPH EXPOSURE B WIND ZONE,1.00 ASPECT RATIO FOR NEW ADDITION ONLY � - 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY EXPANDED 8.) THE NAILING SCHEDULE ON SHEET A9 TO BE FOLLOWED WITH NO EXCEPTIONS. b DECK DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS&STRAPS ANDERBEN A 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY HOOD SURVEY GROUP FOR ALL DETAILS ON THE IXISTING PROPERTY RMWATOH j 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL c SIMPSON COMPONENTS 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS .9 B TO BE 3000 PSI b H7 ` NEW ` A7 -- 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS.W/OWNERS ON THE SITE ANOERSEN - DURING FRAMING CONSTRUCTION _ LIVING 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE T O ` BIQRMWATCH R'' y "a - &WITHIN ONE MILE FROM NANTUCKET SOUND PER SATE OF ._` ___ _____________ j +B'g - e 9 MASSACHUSETTS WIND SPEED MAPS z-P - F 14J GLAZING PROTECTION PER 780 CMR 5301.2.12 TO BE IMPACT GLAZING WINDOWS O OR PLYWOOD PANELS.VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W1 OWNERS PRIOR TO START OF CONSTRUCTION h sHowmR I I 15.)IF STORMWATCH WINDOWS ARE NOT USED,THE BEDROOM WINDOWS CAN.BE r� CHANGED TO TIN 2446 SIZE L..J 16.)ALL SINGLE WINDOW&DOOR ROUGH OPENING HEADERS TO BE 2-2 x Ws. IGy t - b ESIST. -H c SMOKE DETE �' IDW —�;' CTO S EVIEW D C I I REMOD. Fn=T- " BARNSTABLE BUILDING DEPT. DA E W Z �. F l C LD� A7 amLr.IN Aseoorsrallo r� KITCHEN:,- IIANID„ sr!I'BAIIHr y —J wF7ryzm'KITCHEN Go YOUTW/OWNER) Ir✓----�1 1" REFi_ __ FIRE DEPARTMENT DATE Q O PV aBe BOTH SIGNATURES ARE REQUIREQ FOR PERMITTING O W U O a e CLOS— " ENTRY F NewBEw_4- -�.L ,t_c R_ " clos— IMPORTANT-UPGRADE REQUIRED Z Z STATE BUILDING CODE REQUIRES THE UPGRADING OF I---1 O SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN - Q DIE IN NG' } $' I +P REMOD.�*„I ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. Z © ENTRY ' �4 6 a e NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE W y UP N J.P INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL r " PERMIT DOES NOT SATISFY THIS REQUIREMENT.. A A A r A - CARBON MONOXIDE ALARMS z �- CO A7 MUST BE INSTALLED PER, " MASSACHUSETTSBUILDINGCODE SCALE: - 1/4"= F-0" ZIP 14'SIRENOVATWN) ]a PlExisnnal DATE: THE DESIGNER SMALL BE NOTIFIED If PIA' 8/1I/2008 JB'At ERRORS OR OMISSIONS ARE FOUND ON , IFJIIBTIN°I THESE ORAWINGS PRIOR TO START OF FIRST FLOOR PLAN LEGEND: THESDRANGSI N.THE CONSTGnoN DRAWING NO.: IN THESE DRAWINGS IF GO"'No THE COMMENCESNGS A E NOMFYINGTNE REMAINING FIRST FLOOR =410 S.F. EXISTING WALLS DESIGNER OF ANY ERRORS OR OMISSIONS. ' OSMOKE DETECTOR REMAIN ING SECOND FLOOR =410S.F. ESEDRADP—N TED.'"oRmEusE NEW FIRST FLOOR =554 S.F. �__� CONSTRUCTION TO BE REMOVED ON THERAWNGrr NOTED.ANY OTHFR USE DF THESE DRAWINGS REOUBtES1HE WRnTEN ©CARBON MONOXIDE DETECTOR M NEWCONSTRUCTION p°NSENTE—DIA OF THEESIGNER.TMEBEORAWINGs NEW SECOND =198 S.F. REPROHT PROTECTION THE OF ISEEOTURA NEW SCREENED PORCH =198 S.F. - coPYRw"r PROTEcnON ACT of+sso. . U) QQN N ca -I- NEW N ROOF - .. q 4 m A A7 UEE ARA NAPROW WPlI � � '� � U b A7 DECK FRMIINO TECMNIOUE AT , 9g Sg E'-4 NP0.0.0W WAlL EEGMEM6 PNOER6EN 1I, ARELE6RTIIAN _ B {UIH YI60PL IEEE E fiUPPLIE00ETNlEI =RMWA— M A � A IY.6 Yd Ya , NEW MASTER n BEDROOM B a � B A7 s �O L t.50 WRMER1 <'T W^ N . B D H m. Al Q � .MASTER a a s BATH 1, ;� 1 O W '5.-1 ,. Fa I NEW e --^ REMOD.H - CLOS. [� Z U i W.I.C. BATH A A7 CLOS. = 7 A HA fig_ O W U 0N. p—ESS I LOSA F•�1 W s.r s 1 0 A "k 3 BEDROOM#3 Z C N BEDROOM 1 m W ¢ (�/) 4 =r=-BEDROOM#2 oRa, -------- - I -- J H _ SCALE A A A A D 1/4 = 1-0 A7 ca a•.r Y-to• ea. rr DATE 6-Y 8/11/2008 �.t. DRAWING NO.: u n• 3rR. A2 SECOND FLOOR PLAN 'i 1z.S Z ISOIA Do-60NOTUBES (AUOITIOND 0 ON ffi OIA SIGFOOT FOOTNG NEW IS DIA CONO.SONONBE. ' TOAPBELOWGRAOE.USE 0'J B'�T P.T.2s IOLEDAERBOARDIAOBOLTEDTO TO fP BELOW GRADE,USE SOUO BLOCKING W1((2)IEDGERLON BOLTS SIMPSONABU 68 POSTBASE 16-°.c.W/JOISTS XANOERSAT BOTH EN0.5 SIMPSON ABU66POSTB + a' BC6POSTCAP QQ(V I m wF.�. i� 3dm�o - W=OU] - I I , B I I I 13 I ROOF SN T o—TI� A7 I I 1?Co%PLYWOOD SNEATNINo .,. N BASEmEM I I ' ` ' 2110 RAFTERS ,5/.FELTWINDOW PMEA . I PRE ENT CRNG T0 W1ND SIMPSONX25A HURRICANE CUPS I I W SHINp ]P WIDE ICEANATER SHIELD t 9 J ——— ALUMINUM P EDGE OUTUNEOFEXST.DECK—E OW- O S i —1—BOAR. 8 1'. 6'1'& ]STRAPFlNO W/ b I?GYPSUM BOARD 1 e CONT—LSO SOFFIT DOUBLE S , x]SOFFITBOPRO x I NEW,PCONCRETEFOUNOATON ' TYP.2a 1 WALLS I14'CROWN AT Lib°WIO—ROM. SIDE' L q� e' _ 1-FRIE2EBOARD • BASEMEM I ------------------------- --� I IT FACEOFWAIL GwEWBARS. s� • . Z I WINDOW i I I I M NEW,V%2PGONGREEFOD DG6 DETAIL AT WALL .-� W12a6KEY I UBLE I e A7 SCALE:1/2",=1'-W W I III cONCFETE eLocK _ NOTES: 4 ,I II BASE ORGIMNEY 1.SEAL ALL JOINTS,SEAMS,&PENETRATIONS IN THE s*, O `•� . BUILDING ENVELOPE TO REDUCE AIR LEAKAGE W /-I III - 5 SEE SECTION 6106.3.3 IN THE STATE BUILOING CODE s I NEW FULL I I I EXIST.STEEL BFAM BASDOW ENT UNDER EMI IL' O C. ) A7 - - II NEWJ 1IT OVL IAILY COWMN /W^� I Pa1SGONC.FOOTING - - L� I UNDER END OF NEW BEAMABOVE —r I- EXIST. 0 U -- _ E%I6T.6EAM m4is BASEMENT C"Q <, _ B @ ' T0.' W�Z --- -- � BASEMENT I EXIST. WINDOW BASEMENTo6 o Fowwe EXIST Z T EO%TING TNGDRWMSTFOU OS WINDOW SCHEDULE I SOLIDW LL&PN TYPEMANUFACTURER'S UNIT R2OUGH OPNI1NG REMARKS z C(Qfl AANDERSEN 2440IN TNEFUCT:1 R I NEWFOWMTON 5- STORMWATCHDOUBLEHUNGrA ® TOMsT.F.-DATmu i] SCALE: a•°° ` _ —� TOP&60TTOM A7 C235 4'-0 1/2"X3'-5 3/8' STORMWATCH CASEMENT C AW251 2'-47/8"x 2'-47/8" STORMWATCH AWNING - 1/4"=F-0" 1 RIFYSI2-TYPE F NEW FRONT STEP • D TW24310 T-6 1/8"x4'-1 1/4 1 STORMWATCH DOUBLEHUNG OBE CONIELDSTRUCTED - E C135 2'-0 518"xT-5 3/8" STORMWATCH CASEMENT DATE: .•s ffis 8/11/2008 (ADDITror4 IE%ISnNG) 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS Js'Jr. WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS DRAWING NO.: cExlsnNCl 2 GRILLES. OW E HP 4 GLAZNG W/TRU-SCENE SCREENS METRO HARDWARE RMWATCHI00 SERIES WINDOWS WHITE EXTERIOR WtHIGH EE PROFILE INTERIOR/EXTERIOR FOUNDATION PLAN 3.USE OF ANDERSEN 400 SERIES•WINDOWS OPTIONAL WITH PLYWOOD PANELS FOR PROTECTION PERA5 780 CMR 5301.2.1.2 I NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, - DETAILS,&FINISHES IN THE FIELD WITH OWNER t 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS • STATE BUILDING CODE,BTH EDITION AMENDEMENT 81RC2009 New v.r.z>aw,uLs 4. VERIFY ALL ELECTRICAL AND PLUMBING REQUIREMENTS IN THE FIELD ' wu+rr Bnn msuunoN ' ) n+¢Gypsum awo W!OWNERS. INSTALL BATH FAN&VENT TO OUTSIDE BASEMEN - NEW , MEDIA ROOM • —EmENT - - ,. -• WWGOW - P EXIST.sTEELBEM+ - J� BMSEMEM - ' T+nNoow - r LGAMNEW ERO M FULL --- . BASEMENT---� - ---- a FULL BXBEmENf BASEMENT . - - w+Noow OUP -ST. lS.p'E BASEMENT PLAN QOMCOTUIT BAY DESIGN, LLC NEW REMODELING FOR: SCALE: DRAWING"°.: 43 BREWSTER ROAD MASHPEE,MA. 02649 HARRINGTON RESIDENCE - DATE: Al FAX(08�08) 539-9 0 65 SHELL LANE COTUIT, MA FAX 50 5391166 10/4/2012 ,i P`pF1HE ip Town of Barnstable BARNSTABLE. ` Regulatory Services Y MASS. 1639• Building Division prEO MA'S a 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection, �3G� Location e� S r-c r Permit Number Owner Builder S k � One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1 ,U (fit L,(!lt �!c_ (=z�f—/� �}/t lT/� 1JC— �5rw I pctJ'4� /G( 13t- 0 Please call: 508-862-403$for re-inspection. Inspected by l� Date /?,/Q-7�/Z i 1 TOWN OF BARNSTABLE Building Department - Foundation Permit Date 9 z s o Pe'rrrl it # 2 00 p O SQL S�� Name Hoogl"arew Location 457 StfEti. I.AN'E CT, i�y�oY sp. of Bldgs. � � o CP/7 �9� yip .-��-� 1 f Barnstable Tory Services F.Geiler,Director ing Division Building Commissioner et, Hyannis,MA 02601 Fax: 508-790-6230 f F , i i T Town of Barnstable Regulatory Services �TASM Thomas F.Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barns-table.ma.us 'Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: 11tP rz retAFG-Tn of Map/Parcel: © l 9 p J S Project Address 6S SV &f Builder: SiXmCF �r The following itetns.were noted on reviewing: ,,pp /U6 670 O 5 1141 IN .tS• 22 Zo©7 S/ f � �L�A ,�_ /U6;c5--. o /O ,T tLtt�l e �xa Lo S OAJ LIFE' oi✓ Scat / "oF c 0�nr s . /?uiG A/N6 A/le t l�i�r�o �v 7 Reviewed by: sG �L Date: Q:Fonns:Plnrvw Assessor's office (1st floor): ,. / o C� y ' r THE Assessor's map and lot number I I �....!..� Q o� Tory..... ...... . Board of Health (3rd floor): w , - SYSTEM Fti 6' I'a, O o .s �4G.LED hill Sewage Permit .number .........................s............................. WST 2 BAHNAB& E, ! Engineering Department (3rd .floor): �� WITH TITLE 5 9°° 0 9' 0� House number .....:............................ . ..:......��.:.................,....< ENVIRONMENTAL CODE �0"pYa\ APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only ' _ � _ TOWN. REGULATIONS _ i TOWN OF , BARNSTABLE BUILDING,-.- INSPECTOR APPLICATION FOR PERMIT TO ...G `- 1 ....4-e?......... , ...................................................... ..... .. . . .. .... TYPE OF CONSTRUCTION ....... ... . .... ...... ......... ......... .................................................... ((JJ G�......._��...................19!% TO THE INSPECTOR OF BUILDINGS: The undersigned herebl applies r a permit occordir) to t e fol owing information: Location .. .c7.. .... ..... . .. ......................".................. ......................................................................................... ProposedUse ..................... ... .. .........L ..... . ... ................................................. i Zoning District ..... . . .�...!....................... Fire District ... .. ..v..4 .. ....... .............. ..... .. . . ............. . . . . ...... ... Name of Owner .................... .. .. .........�........................... ress ... `�- ...... ,�. �................. Name of Builder ... ....... ... .. dress ... Nameof Architect .........NUAJ�(.........................................Address .................................................................................... Z-, r Number of Rooms.......................................\........................Foundation .......�..C�.e:.�`.. Exterior ," Roofing 41, �'!� ••........... ... . ... Interior ............Floors ............. ....:................................................................. ............................................. Heating ......... J f '? ..................................Plumbin ...........' ..................................................................... Fireplace ........�� ..........................................................Approximate Cost ... /G.. ...vLJc) Definitive Plan Approved by Planning Board ________________________________19________. Area ��o 04 ............................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH a OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS S I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................ .... Z ...... .... ....... .......... Construction Supervisor's License 0.................................. DUXBURY, ARTHUR S. 31111 Build Addition No ................. Permit for .................................... • Single Family Dwelling ....... ....................................................................... Location 65 Shell Lane ....................................................... Cotuit .................. ............................................................ Arthur S. Duxbury Owner .......... ............... ....................................... Frame - Type of Construction ............................. ............ ........................ ..................................................... Plot ............................ Lot .............. ................. November 10, 86 Permit Granted .......I ..................19 Date of Ifispection ........19 Date Completed ....... 7... ........... 19 IK M 00 `0 Assessor's office (1st floor): / n �-�~ oFTHETO Assessor's map and lot number ............J................ Q� �y Board of Health (3rd floor): a�' R ' 6- I'�, O b�P Sewage Permit number ........................................................ Z BAHBSTAME. S Engineering Department Ord floor): AG 0� i6'oo N 3 m�0 House number .................................f...........9....................... oj�oMay APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR F j� � APPLICATION FOR PERMIT TO ...�� .5-:�-?....�...... .............:...........:...�...5..r�r..`............... TYPE OF CONSTRUCTION ............... ..............................19.`% TO THE INSPECTOR OF BUILDINGS: The undersigned herebbby'� applies for a permit accordii g to tthe-following information: Location ..�Q.. ..,.A.........•...... •r. .. .....................................a......................................................................................... Proposed Use Zoning District ...... ^^ ..�.�...6....F7.................................................Fire District ........p.....u.f..:.l.......::a ... Name of Owner � � � . ��.,. ..?.... .............../address ...��.... .................. ......... /............. ,..Gz'"� Name of Builder / �► 9dress �(1.oAJ ...................Address: :i . Name of Architect ............................................... .............................................................:....................... Number of Rooms ........ ....Founati on ......) .. .. . ................................................ . ; Y �� . , . F �. Exlerior ...:.:................ :��..... ?:.... � ..... ....:..........`:!Roofing .......... ..................................... Floors ... :...............................................i..)._,.s f ...1.-.jInterior ........... .................. ................................................ Heating ?. � Plumbing ".'............. ........................ - ....... , . Fireplace ...................................Approximate Cost ... Definitive Plan Approved by Planning Board ________________________________19-------- . Area ........ .:.................... Diagram of .Lot and,Building with Dimensions Feed . SUBJECT TO APPROVAL OF BOARD OF HEALTH _ 4 ------------ yy OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS � � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . !......... (Construction Supervisor's,License .................................... DUXBURY, ARTHUR S. A=199-95 J 30161 Build Addition No ................. Permit for .................................... F.. Single Family Dwelling Location .....65 Shell Lane ............................................... Cotuit ............................................................................... Owner Arthur S. Duxbury .................................................................. Type of Construction .......Frame . . ........................ ................................................................................ . Plot ............................ Lot ................................ Permit Granted ........November 10, 19 86 Date of Inspection ....................................19 Date Completed ......................................19 , l o -o _ ( e i I- x`i x sT FLw tz 1p LA44 ► ^q 7 E 7,A I t. . Fb t I f 1 EEb t VAo t7 t R h-z� -mac t e;4 5 C to�9� Rr�✓ti - �--- T6 FL-oo 7. F CUD nnqqILO I f 1 t �� s oTRUCTLjgRAL cn No `i4 �Q SCALE: APPROVED BY: rDRAWN BY F �FGISSEQ��Q. cSS%ONAI� Ji DATE: ( 'b REVISED _ - DRAWING NUMBER C X 1ST. C/a -'t I s`I O `J or x o O t to p D 5 ` "� ' l �L`x �' F'L-V5 , 1 Z K v KFl�L CT. 3 Fv�z ✓v�A old-3c� 0V MAscy T ate' MICHELE w\AIL �'�0.rr1�5 ?JaZ \ C K.OTwtAI L • Gurvt CUDILO o 7FUCTURAL u, \cy '44774 J' 'J I�Ct' 4 T 8 I SCALE: APPROVED BY: DRAWN BY DATE: REVISED l ePb �s s.H EU— � c • - DRAWING NUMBER ,d { i - lyl E x1 3r. ' 'PECK 01 10 { of � i B ANsT ovluv E t - R S C . M rl ;7Lu � T'Ft t1.9-stt.NG - ICK.tc1P 55 S _ a ` ��. I 1 : m • - - TM5Tl-L4—•_ v�e%,0 2�9 (o,:(o �l tlTC --Poop,.. .. • - J n �2 z to ri CYH>�K.-" _ t , Z �e y 2 1N N T _ s L'�C J i TJ Qt F21 Gra TU2 { AiL ReF ; YH 5 tut u.. Yee W 3 4 • ` O . . ! SEC' `�evAl-k vTt -F>LA-uS. SK-I Sr--2 i � I n TOE mAynC. �ALE:yy 1 , .P.RDVED BY: DR NNN B. I FvuT . DATE: REVM}ED &5 s t1 C UJ t_w-NF . Cp'TV 1T M/F ' � DRAWING NUMBER 1 ar F L�12 PLq rJ /W o2k t'( A-0 1 of NEW • � � _, I fig/ - Y i` i • I ry r i fl � .. _..,, _.:.... ,. ,p.1`.. ,-_ ,,. wr r :: _ .,.'.-,,.,.„ x� =c-.• .�, .. d-�H, VTR I R.0 A-S ..p.:: y s� d C2;)4 E-vv'1 �L N C7V M: , t T ^-l3 14 wfi t s .L h S- a. -' . -1.J, . r. .... r. ��. '; .. o �.:- �: . :et .:. .. ... ,P ry i+, .. 'a. • ...y i �� � `-Y«" 'Yg , oS Cr Tk 14 � M r ^ _ ,. • - » let, ,. 'h, u s ry r JF 3 • u . w w 'S a - r r e , , ^ r r: : P - r SO E F_ C7d-DACE yv) Ae _ W , SCALE: Yl%' s IRJp� AWROVEO DRAWN 9T DATE: - REVSED .. • Y r.. - ` �D DRAW MiG NUMOER a � FIZZ yt.frrJ � NEI.J ?�w-rK 2 of_2 i i • ii ho IY OLD Extsr' pE�K OPT MAR pl j ! Towrc- ?016. N OF 8q"?/V8T a '48LE: R bMIllE 'ST i2CA=5G E7c,1 S r,N G TA-5r - .. •. ( ' I i 4��TH 2/L X!o- tte�h-U�1(. _, i ... �. Ll�Ufjt7Q� - . :. TM. T�hl-(_. ti1&ln� l�\TC Yl� C ih-!��NE-CS NhCTa. - 4 S RcFRrQeraru`2. , t 5Tv"L-L ' REf.. _ O O I SEE nepA-2#VTC -PlA-OUS SK-I Sr-2 TOE- L GRi}Cr- MAyne- SCI.IE: - .—cv D er: c«ww«er Yy OArE: REVBEO �5 stiELJ- L✓r'NE - ORwwmG«urecw - 1 ar �lr�tZ PI�/�ti1 /b�Jo2K FLAN 1 of ' � _ Q R�nt�tc.-• Esc�Sr arRTt-+ pxtsT. c 'set— ' 8 w-TTt ,tQ. CP Rcvvl ov E t_t N rV •C{_OS rm F�ld- Tl aioM ILT TOE m R y ne . S .LE: Yi,1`.i I ,- APMtOVEO BY: DRAWN BY DATE:. REV,BEO G S SHELL- LA}JVF ' DRAWING NUMBER ' 2,nJD FL z '?LA-J NEW , : J f' 41 21 > Y r 1 e i , I » f u , . • i w _ a 4 , S Yt j 4 �� _ , w y I i ..r b , • y � a x, : 4 Y , , " , iW o-rcv C.P +sc tip e M m r OF 1NR�9C � �J FL4�0 1� , t Q? MICHELE CUDILO o gTR TU UCPJ%L N0 34774 o �Q. : •� FG TEP� G� � SCALE- APPROVED BY' DRAWN 8 Y I • . •- t \WSJ l�;G ATE- REVISED 'A o h 1 ^ , 'T DRAWING NUMBER CxtsT, �r Cary 2;' Ve 39 p a I ! 6'12, 4'A NEW f-- L-U 5H 3L`Vk-,vl 'a�d� � -�-f .�a t� �- ��n�tt�is • z 1. - - l• 2/ACC ✓`� y Nam. Z Kc"T>4- —L CT, 3 wA-Z, vv�,4 . of 3c7 ()v MAs�cy MICHELE GN * o �.. wNA iL k0.rrI�5 3vZ +-tDT,��, L . ,Crrr�1 cuol�o �TRUCTURAI �g SCALE: APPROVED BY: BRAWN BY DATE: REVISED . DRAWING NUMBER E 7 rq w► ►N K k • 1 I. 57 2°0�O,iE g7.00� APN 34-005 AREA = 18,339-±-5F (CALC) / 0 0 LOT COVERAGE = 8.9% IT co SIZED, N N / (1) O O I � , c9 I � J 00 c9 I 5/T FND \ CY In ,00 c'Lu s I 9 Z \ \ ` °\ 5.8'± " PROPOSED SrIE�. SCREEN PROP. P Os ` , o DECK GRAPHIC SCALE ppa 5E 20 0 10 20 40 \ ADDITION X 77/ GKG. IN FEET ) /No. G5 � /' 1' = 20' 1 112 STY.,` ///WD, FRM. / T.O.F. BITCONC. DRIVEWAY 87.00 5G °57120"E MENT __— EDGE OF TOWN LAYOUT) I'�n\^� 5HELL ( i 962 JOB N°._ oG3o8-- - EXISTING CONDITIONS PLAN DATE: 2 1 MAR07 IN SCALE. I = 20' --- ---- COTU IT, MA55ACh U5ETT5 PREPARED FOR JOHN HARRINGTON hood survey group, Ilc t land surveyors - engineers i -� P.O. box 1724 - mashpee, ma 02G49 eate.O r Ph: (508) 539-7790 Fax: (508) 539-7789 z 0-4 �1 ® c"ll �4 Ems.. can wI N� �..., w ,---,00 � w aLo EXIST. 0 = .>� co DECK aw 14'-11"t 20'-1"t 14'-11"t 20'-1"t OUTDOOR {{ SHOWER I EXIST. H H u> bo w cnEX ST ro EXIST. SINK !DW i cn UP10 \16 EXIST. N EXISTF . ® . . W LIVING r BATH/ EXIST. STEEL BEAM x .0 LDRY - - - - - REMOD. 7N(I _ I C L—\J KITCHEN NEW 3 1/2"DIA.LALLY COLUMN ��✓/ M:H o REF W/30"x 30"x 12"CONC. FOOTING CD" NGE iv � UNDER END OF NEW BEAM ABOVERJ EXIST. ® NEW BERM - _ _ b BASEMENT _ r — _ NEW BEAM — — — BIFOLD I EXIST.4 x 4 EXIST. ' REMOD. BEAM 5 �- N BEDROOM f ENTRY "'f EXIST. o �, w REMOD. 1-8 r `—EXIST,4x4 X 0 ZD 0 fD DINING i 1-10 POST U) BASEMENT J EXIST. NEW 12"DOOR U. EXfST. ago i &2 x 3 WALLS EXIST.FOUND.WALLS& " c� ^ ~� I FOOTINGS TO REMAIN v vLL EXIST. EXIST. EXIST. �--� CENTER LINE OF NEW FUTURE 4'-10' ~� WINDOW 35'-0"f FIRST FLOOR PLAN- FOUNDATION PLAN- LEGEND: C� EXISTING WALLS SCALE : CONSTRUCTION TO BE REMOVED 1/4 = 1 -0 EM NEW CONSTRUCTION DATE : THE DESIGNER SHALL BE NOTIFIED IF ANY o� ERRORS OR OMISSIONS ARE FOUND ON 2f20i2 O ` THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. : IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE A4 DESIGNER OF ANY ERRORS OR OMISSIONS. 1 THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER.THESE DRAWINGS A, I ARE PROTECTED UNDER THE ARCHITECTURAL - - - -- - COPYRIGHT PROTECTION ACT OF 1990. Ll N p CV 12 CO pd 12 Lo E- w N 00 w o ►o _ n C 00 r co r mom REAR ELEV A n El r r co �...v,..w..... Owl OJ Fill co SCALE : DATE ~ = 2/22/2007 DRAWING NO. : Sl D E E L LEFT 03EVAT PRELIMINARY DRAWING FOR DESIGN REVIEW (ADDITION) (ADDITION) Q0 Q CV N w I � � co —00 oL in i NEW I I SCREENED N PORCH I o e- a a I_- -_ ----------�.-_----.---- --� I_-.-------.__-._--- I I ( i I I i EXPANDED 7 DECK NEW kt 0 LIVING F- p .---------------------- a OUTDOOR SHOWER T-- ' I Ir I 7 I r EI I DW b I io -----i r 0 1 II i II REMOD. Ft -I- n I KITCHEN 1 --D- II�EAND STy�c '•' ,..,' BUILT-IN1 i BATH/ fr � CABINETS 1 I I I (9 — Ed z REF t ---------- ----------- -- CD o -- _ 1,,,,.) N w __ _� R NGE Iqol i -- NEW BEAM w -- i� 1 I I CCLOSS. ENTRY I ' DINING ,'-10' REMCD, ' ENTRY II �II r II UP N I �1 II II I I I I t t ! I II I I I I i I SCALE : II I I I i 4 1 I I I i I l I I 1/4 1 rr0rr DATE : 14'-6"(RENOVATION) 20'-6"(EXISTING) THE DESIGNER SHALL BE NOTIFIED IF ANY �/ / G 35'-0"± ERRORS OR OMISSIONS ARE FOUND ON nOO (EXISTING) THESE DRAWINGS PRIOR TO START OF CONSTRUCTION,THE BUILDING CONTRACTOR FI T C L L N D: WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. �" IN THESE DRAWINGS If CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE REMAINING FIRST FLOOR = 410 S.F. r DESIGNER OF ANY ERRORS OR OMISSIONS. REMAINING SECOND FLOOR = 410 S.F. __ �+ I TI � -D� ^� PRELIMINARY DRAWING THESE DRAWINGS ARE SOLELY FOR THE USE CONSTRUCT f ION 1 BE REMOVED TTHESEDRAWINGSREQUIRESTHEWRION THE PROPERTY NOTED.ANY TTEN USE OF NEW FIRST FLOOR = 554 S.F. �__a ('� NEW SECOND FLOOR = 600 S.F. OR DESIGN REVIEW CONSENT OF THE DESIGNER.THESE DRAWINGS NEW SCREENED PORCH = 198 S.F. NEV V CONST'RU � i ION ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. � C37 16'-6' Q d" ✓m" � cep NEW N ►`�'n 00 ROOF b w DECK N ( I I N L_ NEW ------ MASTER BEDROOM w �' • � a � o10 w W-5' 0 (SHED DORMER) NEW F" MASTER - BATH w NEW 11 . I REM fill l W.I.C. .` CI�CaS, r �— — -- -- BATHI 1 1 ----1 \ i Ii \ IIWd C LOS. co ^�I�- � I I IL- IL I I DN. I �� \ T n -- -- -----___-F_= = K== �� FALL W � ,X, .;�CLOS. --- — )mll Emilio' Q r it fi BEDROOM # BEDROOM #1 BEDROOM # , , I i SCALE : 14'-11" 20'-1" 1/4 11 = .L 11'On DATE : 2/22/2007 DRAWING NO. : S E C 0 N D F L PRELIMINARY DRAWING FOR DESIGN REVIEW < N O 12 ✓'�"' � 11d" m 12 Lo r � try w c\, 00 UO q) O Q.) cr a PIP CD fl ❑ to rn FRONT M • I, ELE".".VATION- 12 � r All - �^---i - - a to co v m 00, SCALE : 1/4 it 11-0„ DATE : 2/22/2007 DRAWING NO. : 1 l RIGHT PRELIMINARY DRAWING FOR DESIGN REVIEW