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S.. 1 P �' 4' r �. ,,' '"! !' f ,'ram 4^ .P'r. I t" if' Yp 4,� a Ib / i r " h N f" a ,' r" 'd "i 1;, G ) •'S i ,ii 7', i ' �" � I � .a 1 r I ,' r '� .� a r' q },� ",Y ik r �i F9y it r, ,e ,i•. fir" 14'. n , 0C: 5 r . 'A, al,. �t " .P' " } Y er 7 i.° w rl r. ;6 .F ' v r r q # .i .'r f;.' 1"r, I, h i ^p� l� ,` y � 1#I, ar a llIv" r i e 1, i iI .A ), 2. " , 1.. a r" I11 "�i �' �. , 1. ,����;k'Atn...4' I .,.{�� � d s i 4 ' a ,� A u ' �.'11 , �I �r a a, „�" _si Town of BarnstableBuilding,, ,. ,Post This Card So h t;it�s Visible From'the Street-A roved.Plans Must be Retained, s f tkb ,x. �nsreas.e. .� ., :� w<r ,.�<: ..� +pp N�� <�� ,•-` ��r � t�'� on ob and th d Mus K ;Kept _ �r _t r ted�Unt�l Finaf Inspection Has Been�Made::k• � � ,� ; ,� ,.�;e ��,:y.may: Where.a Certificate of.Occupancy is Re wired;such$uildm shall Not be Occu �e a Final" Permit - " d until "` In ction has been made.. Permit No. B-16-2885 ` Applicant Name: FELDMAN,SOLOMON & PAULINA Approvals Date Issued' 10/07/2016 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 04/07/2017 Foundation: Location:. 46 WEST TERRACE,CENTERVILLE Map/Lot 207-118 Zoning District: RC Sheathing: Owner on Record:. FELDMAN,SOLOMON&PAULINA Contractor N me:. Framing: 1 Address: Contractor License 8 FAIRBANKS STREET#2 2 BROOKLINE, MA 02446. # - ^�. Est. Project Cost: $0.00 Chimney: Description: 8'x12'SHED i Permit.Fe'e: $35.00 Insulation: Project Review Req: 8'x12'SHED ,. Fee Paid: $35.00 4. Date 10/7/2016 Final: 4 Plumbing/Gas /// _ Rough Plumbing: �. . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six mo nth Is afterjissuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough 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. � Final Gas: This permit-shall be displayed in a location clearly.visible from access street or road and shall be maintained open forpublic inspection for the entire duration of the work until the completion of the same. ! --�- -- r �� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials ere provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work 'q 1.Foundation or footing 2.Sheathing Inspection -» - - �-� a ""' " Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable �"'E�►,ti Regulatory Services Richard V. Scali,Interim Director ' MA M'STAB'E, Building Division 9�'°reCMp`lA�� Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02�®1 ®CjoI www.town.barnstable:ma.us wAVOp 49 p49 1016+ Office: 508-862-4038 R/lVi�;q F a F 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village Property owner's name Telephone number (F Awetllll Size of Shed Map/Parcel# gnature Date Hyannis Main Street Waterfront Historic District? 5i Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) +/1' Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE 3URISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN -Y— Q-forms-shedreg J�CSP_'S® ' ' � REV:110413 _ -' - 2 7/09 40" A Irl—Ze s ARCEL ID: ' 7/118 PARCEL 2Q 1b. *'` ARE+==.2 ACRES (� PARCEL ID; 207f 19 SEPTIC . f .S. #4 EXISTING HOUSE � PROPOSED 2N D FLOOR t t `¢ " 2IPRCO. GRAPHIC SCALE 20 10 xis 40 IN FEET,� Barnstable Property Maps 10/1/16, 1:08 PM / � \ °. ..... 'a RY :i R giltl�. `-, ,uee3j., FoS4Y:" _w a. Y 171 �� 8 <s.3 .. Ak L i 2783 Location rw ; Parcel: 207118 # � 46 WEST TERRACE i - -- ` t � 271 Z `t Address: 34 Village: CE Acreage: 0.24 , RN 2782. Full Property Info i :29' iAk 2107,119 Property Photo $� #20 , Iz SNF 96 f - f 444 "A 20711,20 34 j Owner& Mailing Address I ' € r12' Owner: FELDMAN, 271 #, PAULINA f Mail Address: 8 FAIRBANKS L F ~ h r8 r 1 STREET#2711 � . ... BROOKLINE _ ;,. #r147 r MA 02446 # ( � 11 �\ a r I Basemap } r 7 Home Layers Parcel De; i 300 t ,._ a , _.._. �.. .. _ ...._.__T _ _.. . . . https%/gis.townofbarnstable.us/HtmISViewer/Index.html?viewer=propertymaps&run=FindParcel&propertylD=207118&mapparback=207118 Page 1 of 1 t DEC 2 9 2015 TOWN OF BARNSTABLE BUILDING PERMI P LIATLONT A I Map 2c Parcel �(� Application# C9 01 ,15 Health Division Date Issued Conservation. Division \fw Application G- Planning Dept. Permit Fee 35.fill, Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Villages Owner Address � ii7�p��1 s�•• �aar� /�� Telephone 9LI2_�7,Zf.KrIf z. . Permit Request M47&I'wf! i r2 t�1 /ti Uti ,Hr' a1P�tly Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation -.40000 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: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Namem/off y •-Pt�G�1Q�2_ Telephone Number Address Far' Atitq SY-, AWWl;Ye. License # lf� at eff 7,eoeAce , �/r/2!�/l�� Home-Improvement Contractor# Email CQG ,rOefu�2GQol�� QQu4 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _ DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ,MAP/PARCEL NO. ADDRESS VILLAGE OWNER t+ DATE OF INSPECTION: tc FOUNDATION FRAME ti INSULATION FIREPLACE ` ELECTRICAL: ROUGH FINAL 4S PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING Z t , DATE CLOSED OUT ASSOCIATION PLAN NO. Ike Comri,omvealth of-Massachusetts Department nt afInriksh ial Accidents - Offwe of.£im stigaticfns 600-Washiwg1on_S4reet— _ Boston M4 0211I mvmmass gmMia Workers' CompensatiGn Insurance Affidavit:B•uildexs/CantractorslEIectriciaT T n�s/PlumbeTr7s � l` 1,TT1iT..r�vw�Tr��ie`f+rr�f#.rn.1s C? d CTiMt f ARl'F71y Naaw Qaa Address: f-re-r i;re of uK Sf i? `City/Statd:J �4// y < PlMne Are you an employer?Check the appropriate bow - Type of project (required)- I.❑ I am a employer with `4.` Ian a general contractor and I 6. ❑New cons -ction employees(full andfor part 3ime�* have hired the subcontractors 2.❑ I am a sale propde#or or partner wed on the attached.sheet. ?.;K modeling ship and have no employees These mb--confraEtiors have g. ❑Demolition wowe forme in anycapacity.v employees and have workers' g. ❑Building addition [No worke g' comp_insurance comp.rnsurance.t required.] 5. ❑ We area corporation and its 10❑Electrical repairs or additions officers have exercised their `3. I'am a homeovEmer doing all work 11.❑Plumbing repairs or additions- myself[No w 'comp- right.of exemption per MGL 12.❑Roof repairs. insurance required-]'t c.152, §1(4),andwe have no ' employees.[No wodoers' 13-0Other camp.insurance required-] *Amy applicavtenst cheft box#1 mast also fill cat the sectioabelawwshumng tie¢wo&eW compensation poRU iafbawtim F #Hameovnmm who submit this affidavit i,T=zt;.g tbey ae doing all waak sad then hire outside caatncwn mast submit a rem aff daeit indiC5r6Mo such ICon=mrs that rllwl thus b=must attached sir additional sheet showing the naiae of the sub-contrecton sad state whether or not these eneities have employees. Ifthesub-c=.=tots have emplUees,dhey=sTpravide thek worken'camp.palicg number- lam an eltnplgvr drat isproviding ivarkers'comlmtsrrlionn insraranceformyompLayeeL Below is tllepottcy aed jab site informadon ' Insurance Company Name: Policy#or Self--ins.Lic.#: Expiration Date: Job Site Address: CitylStatdtsp: Aftach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date.). Failure to secs coverage as required under Section 25A o€MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q00 andror one-yearimprisonnnnt,as yell as civfl peuahies.in the form of a STOP STORK ORDEAand a Rine of up to$250-00 a day against the-violator. Be adtdsed that a copy of this statement may,be forwarded to the Office of Invest gations ofthe DIA for insurance coverage verification_ Ida Thereby certnfy az the pains and penalties ofpeduty that the i nformationt prm W aabom is bye and correct Ssisnature- Date: Phone ojokial arse only. Do not write in this area,to be completed by ditty ortowrn ofJ`ieiat City or Town.: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: -- 6 Information and hastruct ons hfiasca� Geheral Laws chapter 152 reqires all employers to provide Wmlk 'compensation for their employees. pu rm nt-to this statute,an mnplayee is defined as."—every person in the service of another under any contract of him, express or imzplied,oral or wdttem" An employer is defined as"an mdMdual,partnership,assocajion,corporation or other legal entity, or any two or more of the foregoing engaged is a Joint enterprise,and incln�the legal representatives of a deceased employer,or the receiver or trustee of an indmdmal,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 - dwelliag house of another who employs persons to do maintenance,construction or repair worm on such dwelling house or on the grotmds or budding appurtcamit thereto shall not becanse of such employment be deemed to be an employer." MGL chapter 152,§25C(5)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the connmonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required_" Additionally,MGL chapter 152, §25C(7)states"Neither the commanwealth nor;�qy ofit political subdivisions shall eMter MIZI any Contract for the performance ofpublic woric until acceptable evidence of compliance with the insurance.. ce.. require rents of this chapter have been presented to the contracting aufhozityf Appficauts ' Please fill out the wormers' compensation affidavit completely,by checking the boxes mat apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their cmtifica e(s) of ;,m=ce. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the mennbers or partaers,are not rued to carry workers'compensation mstrr-ance Nan LLC or LLP does have employees, a policy is regnued. Be advised that this affidayitmaybe submitted to the Department of Industrial Accidents for confirmation of iasur an ce coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the c or town that the application for the permit or license is being requested,not the Department of nY LaAastial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should entmr their self-m�ce license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pemlitllicease nwmber which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current p olicy hifbrmation(if necessary)and under"Job Site Address"the applicant sho*lld write"all Iocations in (city or town)-"A copy of the-affidavit that has ben officially stamped or marked by the city or gown may be provided to the ' applicant as proofthat a valid affidavit is on file for fatm-e pmmijs or licenses. Anew affidavit must be fZe;d oiut each year.Where a home owner or citizen is obtaining a license or pe>mit not related to any business or commercial venture Cie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit: The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not h spate to give us a call- The,Department's address,telephone and fax number -The CtNmMaaWattir of MassaclLusettg , Deparbnent of Ii&XStdal Aocident� ( itce refkvestki atio= 600 wasbmZ01,Stz'et BmtoaiMA E1�111 Tf,-L 4 617-727-4900�xt 4€6 or 1--377-IASS.AFB Fax 9 617-727 7749 Revised 4-24-07 .mass-gp c&a y A WC Guide to Food Consfrurxiorr in His--Ir Knd Areas:I1 D mplr Wnd Zarr.e - - - - - - Massachuse-t-ts Checklist for ComPa*ace (r80 Ch IR 5301:2.t.l)r r. Check _ 1.1 SCOPE- - - .110 mph Wind Exposure Category _B Wind Exposure Category..............._Engineering Required For Fire Protect.....................................C 12 APPLICABILITY -Number of Stories(a roof ANNchMope M be -2 st3i• es RooF Pitch (Fig 2) ____ <12:12 Mean Roof Height _ __. ---- (F9 2)-- __. __� _ft s'33' Building Width,W-_.. ----(Fi9 3)--- ---___- _ft _<sty Buildm_g Leng�,L _.__ ....__—__._ (Fig 3)— _._. ._____. _ _ft s 8D' Building Aspect Ratio RJW) . __- ------(Fg 4)-- -- 9 3:1 Nominal Height of Tallest Dpening2 13 FRAMING CONNECTlDNS General compliance with framing connecibris 21 FOUNDATION . Foundation Walls meeting regt&amerrt of 78D CMR 54D4.1 r Canoe-......................._...........................-.................................................................... Conde Masonry ......------ --- - --- -•---- -- - .__ :. 22 ANCHORAGE TO FOUNDATION'S 5/8'Anchor Bob4mbedded or 5/8'Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing-general....------_-------------------- (Table 4) ----- in. Bolt Spacing from end(oint of plate-----(Fig 5) _ . __ in.<_6'-12". Bolt Embedment-concrete-- —(Fig 5)..-. in.>-7" Bolt Embedment-masonry_.-. ..__ _ _. _ _(Fg 5)----. in_ Plate Washer-_.—. _ -- (F9�------� .. _ _>3'x 3'x Y.' 3.1 FLDDRS Flooz- arcing member spans chedl (per 78o CMR Chapter 55)-------_---- t,1laxirrtum Floor Opening Dimension Full Height Wag Studs at Floor Openings less ff-an Z from Exterior Wall(Fig 6)----------------------------------------- h4tt l Floor Joist Setbacks Supp,oiting Loadbearmg Wails or Shearwall (Fig 7)-- -- --_--- --- T ft 5 d Maximum Cantilevered Floor Joists , Supparfing Laadbearing Walls or Shearwall '(Fig 8)_-.---__�__.___.__._.______�_ft s d -FloorBracing at Endwalls_.-_. -•-_--------_____.+[F9 9)-- -- -- -- -- Floor SheafhingType — Float Sheathng Thidmess_._�______-- -_(per 730 GMR Chapter 55)_.._.__ in. Floor Sheathing Fasteriarg_._._.-:_.---- _____ —�._(Table 2)_ d nails at in edge i_in field . 4.f WALLS " Wall Height Laadbearing walls.___�—_j_---- -.__ _(Fig 10 and Table 5)___ _� _fit 510' Non-Loadbearing walls__ _ _..__ (Fig 10 and Table 5)—�___._�__ft'S 20' Wall Sind Spacing __._ ___ _..._ (Fig 10 and Table 5)_�.__,_in_<24 a.c. Wail Story Offsets ___ —___. :_�_.�__.(Fgs 7& 4.2 D -EM OIc WALts' Wood Studs I aadbeariag vrallg . .-----_.___..__._...---. (Taiale Non-Lnadbearing walls.___-------------.. Gable End Wall Bracing 1 Full Height Endwall Studs --- W5P-Affc Floor Length _._ _ _ {l=tg 11)__� _._.___ ft--W13 Gypsum Carling Length(rf WSP not used)- __._:(Fig 11) ___._-._.-..�__—ft i'0.9W - and 2 x4 Continuous Lateral Brace @ 6 fiL ox-_(Fig 11)_---------------------_._.�_ or 1 x 3 ceiling furring strips @ 16'sparing•min_with 2 x 4 bioddng @ 4 fiL spacing in end joist or truss bays Double Trip Plafm = Sprim Length — _------- Fig 13.and Table 6)-__ ---_____ _ft _ SpIIc�--GonneCfDn(no:of 16d common narTs}_ (Table 6)­----­- — — • i f(TVC Guide fo Wood Catnstrucdon in.1Iigfi ff"Zrzd Areas: 110 fnph ff"7nd Zone ' Massachusetts Checklist for Compliance(7so cmR53ol 1-r)I LDadbsaring Watt Connections - Lateral(no-of 15d common naffs)_.____.— - —(Tables T)_ Non4madbearing Wall Connecfions Lateral(no.of 16d common nags)-._— —._—(Table B)-- Load Bearing Wall Openings(record largest opening but check all openings for con1prrance to Table 9) Header Spans _._� - —.— _..___(Table 9).�:—_ .— _ft—h<11' Sid Plate Spans —..__ .—_ ----(Table 9)—_ _�___.__.. —ft_in_<11' Fud Height Studs (no. of'siiids)Non-Load Bearing Wall Openings(record largest opening brit check all openings for comprrance to Table 9) Header Spans-__.-__-_-_.-_-___.._ ___..._.__ __(Table 9)—____ �_ _ft'_in.512` SM Plate Spans..-.—­— ' ---(Table 9).. —.— —ft_in.512' Full Height Studs (no.of studs)-.»- _(Table 9)___ Eder-ior Wall Sheathing to Resist Uprdt and Shear Simultaneously Minimum Buildng Dimension,W Nominal Height of Tallest Openingz .................. Sheathing Type_ (note 4)-.—_�_ Edge Nail Spacing (Table 10 or note 4 if in Feld Mail Spacing—_.....,.-�---__—_—.(Table 1D)_�._—�—_�,_�—. in Shear Connection (no.of 16d common nails)(fable 10)._.___ _—__._.__.__.__�_—______ Percent Full-Height Sheathing---- -__-- (Table 1D)-- -_ ---_----- —__--_.._% 5%Additional Sheathing for Wall with Opening>.6,87(Design Concepts)—---- Maximum Building Dimension,L Nominal Height of Tallest OpeningZ____.__-----------------------------------------------------:--- __<6'B' Sheathing Type._—, _-- _.___(note 4).---- Edge Nail Spacing_..._ —_ —_(Table 11 or note 4 if less)__ irr_ Feld Nail Spacing—.-- _.__ _(Table 11) r _____—_. .__ in. Shear Connection(no. of 16d common nails)(Table 11)__.__—, Percent FulkHeight Sheathing_ _.(Table 11) _% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) .--- Wati Cladding Rated for Wind Speed? 5-1 ROOFS Roof framing member spans checd ed?---- .(For Rafters use AWC Span Tool,see BBRS Website) Roof O arhang __�___._.______—____.__________--___-.(1=lgure 19)-------_--- ft s smaller of 2`or U3 Truss or Rafter Connections at Loadbearing Waits Proprietary Connectors -_.___r____.(Table 12)___ U= ptf Lateral__.__ ._ _--- _--(Table 12)--- — .—L= pif Shear.__.—_ Ridge Strap Connections.if collar ties not rased per page 21___ (Table 13)._.___--­---------T=plf Gable Rake Otttlooker................:_.___.—.___-__---(Figure 20)..._... ft s smaller of 2'or 1I2 ' Truss or Rafter Connections at Nary-Loadbearing Walls Proprietary Connecters - UpTdt 14) _— ___—____— U= lb. Lateral(no_of i6d common nails)_-(Cable.14)--------------------------------------L= . lb. Roof Sheathing Type__ __— _-- _-(per780 CMR Chapters 58 and 59)............ Rc of'Sheathing Thickness—...—. _. _ _—.—_.__—__—_ __ —}n__>7116`WSP Roof 5heatturig Fastening____.._— (Table — Notes: ` •1. . This dust shall be met in its entirety;excluding the specific exception noted in Z, to comply with the requirements of 780 CMR-530121.1 Item 1. If the checklist is met in its entirety then the Mowing metal straps and hold downs are not required per the WFCM 110 mph Guide: 5 a Steel Straps per Figure b• 2b Gage Straps per Figure 1 i c- Uprd Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2 'Exception Opening heights of-up to 8 it shag be permrlted when 5%is added to the percent fu"eight sheathing reguii•ernents sh6wri in Tables 10 and 11. 3_ The botlom sff(plate:in ext idw walls snap be a minimum 2 in nominal thickness pressure treated t 2-grads. rY AFVC Guide to Xood Corrsiructiorr in Hji� r HrIrzdAreas_ 11.0 Mph I-Khqd zone. - - lassachuseil Checblist for COmpia;zc ( so cl�YRs�.ot?1_i)r 4. a. From Tables 1 t3 and 11 and location of wall shiathing and Building Aspect Ratio,determine Perc&A Full-Height Sheathing and Mail Spacing requirements b—Woad-SvD_CU-a7 Panels SIMU be minimum thidatess of 711B'and-be"installed as fotiovrs - • L Panels shall be installed with s•ti-ength ads parallel to studs. IL X hor�ntart o d-ba�-Dail L On single stofy construction,panels shall be attached to bottom plates and top member of the double top plate. - W. d>L�alnsln }n_ic6nnh un�nnr Heir shaft Fin dttachad tothdtop mambar of fire tamper det�l3le top plate and to band joist at botfnm of paneL Lipper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first boor framing. v. Hoizontat nail spacing at double top platers, band joists,and girders shall-be a double row of ad staggered at 3 inches on center per figures below:Vedcal and Horizontal Nailing for Panel Attachment 5. Glazing protecfian:a)•new house or horizontal addition—naluired if project'is 1 mile or doserto shore(generatiy,south of Rte.28 or north of Rte.6) b)vertical addition—not requtred unless there is extensive renovation to the first floor c)replacementwMdows—needs energy conservation campliarice only(chap 93) S.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWC)webs. V4S 'E M FAEM DH t ituEsa�ra�s AT6 c= 21 11 l l - t1 11 1 • u t.! - - L1 tt t 1, •{ - t! tl , it11 tt it o li ii•I- Y r t it 14 i tfi 1 'G It ti IIid i i 1 1 m rt ii'- .a t i a .1 11t // L T�tAAfQ{G b L LK • !Y ti t! i } {t 1t .1 I a t i kI i 1 ' it it ` ` Y YrdIIt 1 I it81 ri STAGS L; PR7oVI � PARS i F,zt DOUBLENA&aDGEsP DMAL ` See l BLf-1 on Kexi Page Vertical and Horizontal Nailing detail �erfiFai And Horizanlal Nailing for Pa[ra1 Attachment fot•Panel Affactananf • annxsreat.�, • MASS. ,� Town of Barnstable -—Regulatory Services- -- Mehra .Scali,Dit e of Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 "° ;Fax: 508-790-6230 J ' Property Owner M Corn p to and.Sign T ' Section If gAB der , I ,as Owner of the bject property hereby authorize to act o y behalf, in all matters relative to work authorized y this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\E)TRESS.doc Revised 040215 Town of Barnstable r Regulatory Services °Ft Richard V.Scali,Director Building Division ' BAxrrsz'A. ' Tom Perry,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print y DATE`. JOB LOCATION: number street village "HOMEOWNER": a 50/0,wpN �Wa4e?y name home phone# work phone# CURRENT MAILING ADDRESS: 14�/;el Ci%A S fI fPZ.? . F�10111;we /ll 02 ,E city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow it homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1;1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proced and requirements and that he/she will comply with said procedures and requirements. gnature of HomeowuW Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt.such a form/certification for use in your community. Q:\WPFII.ES\FORMS\building permit forms\EXPRESS.doc Revised 040215 WNOF BARNSTABLE BUILDING PERMIT APPLICS Map Parcel ,20 7/E Application # d� Health Division Date Issued / ills Conservation Division Application Fee Planning Dept. Permit Fee �`3 U Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street4 Address Village Owner Addressk � ,� 2 Telephone Permit Request �Y Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 67 Zoning District G Flood Plain Groundwater Overlay & Project Valuation"b"a dx2l Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach--.,supporting documentation. Dwelling Type: Single Family U Two Family .❑ Multi-Family(# units) ` Age of Existing Structure Historic House: ❑Yes 2<0 On Old Kmg s Highway ❑Yes U No Basement Type: -Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) E.. Number of Baths: Full: existing o&,e new ( II if P Half: existing --new— Number of Bedrooms: existing lnew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 8_6 as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes iar'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Numbk_-?7`t) %%` _ 459y" Address 24.,4 � a[.�c_ License# Home Improvement Contractor# q 77 Email Worker's Compensation # _- / 7n ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. -ADDRESS VILLAGE OWNER 3 DATE OF INSPECTION: FOUNDATION (3)5oPe5 Cosil)�J FRAME -F►.je&.Lc R"!-- INSULATION ' -fkll+ ' a FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL AS: ROUGH FINAL w INALBUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F _ setts -Department of public Safety mass s and Standards M 'on ul ati Board of Building Reg &2 Family Construction Supers'isor l tt CSFA-0. 38 r. License: WdIOL J DAN �r's 1 05 E SfiO$ S R O H ._ VII.LE� N TER C E Expiration 01122/2016 ''•. t aJn;eU�is;no .M P!ILA;ON � ' �e;alaas�apun - Z£9ZO VIN '31IIA831N3O Nl 3OHS3S80H 90L = O13JNVO 13VHO1W E 9ITZ0 dw`uo;sog O130NV(3 f 13VHO1W OLIS a;!n t sne S-ezeld xed OT IenplAlpuI 33d JawnsuoD3o aag3O uo►;e!n�ag ssau!sng pue :ed�S SLOZ/U5 uol;e�idx3,. :o;uJn;aJ puno;lI -a3ep uo!;endxa a l LL6ZCk` :uoi;eJ;sl6a f .C!uo asn Inp!A!pu!J03 pgen uo!;eJ;S 2aj ao asua� uo a n2a�Os a 1NOO 1N3W3AOWW13WO U g�g snepdJamnsuoO o a�1JO 'o van�a�o2uitcoo�aY� I .'ME . :Town of.Barnstable ° .regulatory Services r �nss Richard V.Scali,Director x6 " Building Division Tom Perry,Building Commissioner 200 Main:Street Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must .: Complete and Sign This Section , If Using ABuilder as Owner of the subject property hereby authorize /7!c�L a s� �� to act on my behalf, in all matters relative to work authorized bythis building permit application for. X-q1 (Adchess of Job) `Pool fences and.alarms'are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. J[/ igmt=of Owner Signature of Applicant �'/ / r Print Name•.. Print Name Date QFORMS:owNERPERMISSIDNP00LS The Cai7zrnonweah of 1�4ssachusetts i ep n ouNffiiadUccidents Ojj ice of Investigations 600 Washington Street Boston,MA 021-1X www mass go-pMa Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information ___-�_.—Please Print e Ii �bly• . ,_ Name(Business/organization/lndMdual): Qw-� #d Address: . City/State/Zip.U-0 1Le Phone -7� Are ou an employer? Check the appropriate bore T project (Type-of ect re e� 4. I am a neral contractor and I 1. I am a employer with ! ❑ � 6 . have hired the sub-contractors ❑ eW constt-ucbon employees(full and/or part.-time)-. . 2.❑ I am a sole proprietor or parhaer- listed on the attached sheet 7. Remodeling' These sub-contractors have ship and have no employees 8. ❑DernoIition woriang for me in any capacity. employees and have workers' - 9. Buldin addition [No workers'comp.insurance comp.insurance t ❑ g reqlired-]. 5. ❑ We are a corporation and its I O.F,Elect deal repairs or additions 3.[] I am a homeowner doing all work;, officers have exercised their l l`.❑Plumbing repairs or additions myself [Na workers'comp. right of exemption per MCiL 12.❑Roof repairs iosnrance required I t` c. 152, §I(4),and we have no employees.Wo workers I3.❑ Other- comp.insurance required.] *Auy applicant that checks box#1 mast also fill out the section below shouting 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 afndavit indicating such tContractors that check this box must attached an additional sheet showing the name of the soh contizcinrs and sfztz whether or not those entities have cmployecs. If the sub-contractors have employers,they roust provide their workers'comp,policy member.` 1-am an employer that ispraviding workers'compensation insurance for my employees. Below is the poFxy andjob site inforinalZon. Insurance Company Name: ��LGUIG� Policy#or Self-ins,Liu ExpirationUate_V. a Job Site Address: Attach a copy of the workers' compensation policy declaration page(showing the policy number an md d expion date). Failrne to secure coverage as required under Section25A of MGL e. 152 can lead to the imposition of�i alpenalties of a foe 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$250.00 a day against the violator. Be advised that a copy of this-statement may be forwarded to the O$ce of Investigations of the DIA for insurarim'coverage verification_ I do hereby certify under the pours and penalties ofpmjiuy that the information provided above is true and correct Si afore: Date, Phone#t /-770 Official use only. Do not write in this area,to be completed by city or town of k!A ' City or Town: Permit/License# Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: w:Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. purmmt-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 writtem" An emplayer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. however the owner of a dwelling house having not more than three apartnnmts and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or'permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commo_nwealth nor any of its political subdivisions shall ce ith the inc,Trance. enter into an contract for the performance ofpublic work until acceptable evidence of complian vrr . Y requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the worker'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmafioa of insurance coverage. Also be sure to sign and date the affidavit_ The affidavit should be returned to the city or town that the application for the permit or license is being requested not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials r Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant shounld write"all locations in. (City or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for firture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Co=onVjt�altb:of Massachusetts Depart ent of l duldal Accidents Mce of kvestinfao-as GGO WasbiVm SY=t , Baston,MA G2111 Tel. #617 727-49GO cxt 06 or 1,8-77 MAS AFE Fax#617-727-7749 Revised 4-24-07 - v1 .m _gQv/ciia 1ME Policy Number:MPB12958 MAIN STREET AMEWCA GROUP BUSINESSOWNERS COMMON DECLARATIONS MAIN STREET AMERICA ASSURANCE COMPANY 4601 TOUCHTON ROAD EAST,SUITE 3400,JACKSONVILLE,FL 32245-6000 Item 1. Named Insured and Mailing Address Agent Name and Address MICHAEL J DANGELO BUILDING & LEONARD INS AGENCY INC/RAIS (SEE NAMED INSURED ENDT) 105 HORSESHOE LN 683 MAIN STREET SUITE B CENTERVILLE MA 02632-3525 OSTERVILLE, MA 02655 Agent Phone No. (508) 428-6921 Agent No. 200371 Item2. Policy Period From: 05-28-2014 To: 05-28-2015 at 12:01 A.M., Standard Time at your mailing address shown above. Item 3. Form of Business: CORPORATION Item 4. In return for the payment of the premium, and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. This policy consists of the following coverage parts for which a premium is indicated. Where no premium is shown, there is no coverage. This premium may be subject to adjustment. COVERAGE PREMIUM Section I —Property NOT APPLICABLE Section 11 —Liability $ 3, 315 . 00 Inland Marine $ 175 .00 j Total Policy Premium: $ 3, 490 . 00 For Coverages subject to premium audit:Annual Audit Applies Item 5. Form(s) and Endorsement(s) made a part of this policy at time of issue: See Schedule of Forms and Endorsements Countersigned: Date: By: Authorized Representative THIS BUSINESSOWNERS COMMON DECLARATIONS AND SUPPLEMENTAL DECLARATION(S),TOGETHER WITH SECTION III —COMMON POLICY CONDITIONS, COVERAGE PARTS, COVERAGE FORMS AND ENDORSEMENTS, IF ANY, COMPLETE THE ABOVE NUMBERED POLICY. BPM D 1 1207 INSURED COPY WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company M1 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500-5006733-2014A PRIOR NO. WCC-500-5006733-2013A ITEM 1. The Insured: Michael J Dangelo Building&Remodeling Inc DBA: Mailing address: 105 Horseshoe Lane FEIN:**-***6461 Centerville, MA 02632 Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 12/19/2014 to 12/19/2015 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and-Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTEA 428533 INTER SEE CLASS CODE SCHEDU E Minimum Premium $500 Total Estimated Annual Premium $4,334 GOV GOV Deposit Premium $1,142 STATE CLASS MA 5645 State Assessments/Surcharges $3,980.00 x 5.8000% $231 .�-- This policy, including all endorsements, is hereby countersigned by 10/20/2014 Authorized Signature Date Service Office: Leonard Insurance Agency Inc 54 Third Avenue 479 Turnpike St Unit 6 Burlington MA 01803 South Easton, MA 02375 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance. used with its permission. + I AHIC Guide to.f•Wood Construction ht High Wind f(reas: 110 niph Wtnd Zone Massachusetts Checklist for Compliance (790 Crt1R5301.2.1.1)r Loadbearing Wall Connections • Lateral(no.of 16d common nails).......................:........(Tables').......................................:..........I Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) ._..(Table 8)........:............ Load Bearing Wall Openings(record largest opening but check all openings for cor ipiiance to Table 9) HeaderSpans .............................................. ...(Table9).................................._ft . in.511' SillPlate Spans ......................... ...... ............(Table 9)................._.............. _ft L Z in.511' . Fun Height Studs (no.of'stfids)...................................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening bUt check all openings for compliance to Table 9) HeaderSpans..................................................._.........(fable 9)................................ _ft:in.517 SillPlate Spans.. ....................................................(Table 9).......... . ................ —ft�in.512' Full Height Studs(no.of studs)..._...............................(Table 9). ........... ............_.. ..._ . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building'Dimension,W 3 ingZ ..... ......................................... . .. . .... . ...._. 3.5 6`B' Nominal Height of Tallest Open .... ........................................... .. ... YX SheathingType............................................(note 4):....................................................... Edge Nail Spacing........................................(fable 10 or note 4 if less ............._._...... in. Field Nail Sparing...........................................(Table 10)......................................._......_. in. Shear Connection(no,of 16d common nails)(Table 10) . .............................................. 6 Percent Full-Height Sheathing..................:...(fable 10)....................................................tee% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)....................• Maximum Building Dimension,L Nominal Height of Tallest Opening 2....... ............................................................... 5 6'6 SheathingType....................................... . .(note 4)............................... .... . _...... i v Edge Nail Spacing......... .................._......(Table 11 or note 4 if less)......................_i in. FeldNail Spacing...........:...........................(fable 11)..................................................._in. Shear Connection(no.of 16d common nails)(Table 11).............................:........................ fo• Percent Full-Height Sheathing..........._....._..,..(Table 11).......................................... % 5%Additional Sheathingfor Wall with'Opening>6'8'(Design Concepts).................... Wail Cladding Rated for Wind Speed?......... .............. .......................................... 5.1 +200FS Roof framing member spans checked7...................._....(For Rafters use AWC Span Tool,see BBRS Websife) Roof Overhang .............................I......................(Figure 19).............. ft 5 smaller of 2'-or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)..................... .................U= ��n plf . ..... Lateral .....(Table 12)...........................................L=.a1f,_pf Shear... ...... (Table 12)............................................S=�'1 .Of Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= pif Gable Rake Oudooker...........................................(Figure 20) .. r ft 5 smaller of 2'or L12 Truss or Rafter Connections at Non-Loadbearing Wails Proprietary Connectors Uplift.................................:..__...:..(Table 14)...........................................U= ru Ib. Lateral(no.of 16d common nails)...(Table 14)............................ ..........L �b. Roof Sheathing Type.........._......................................(per 780 CMR Chapters 58 and 59) ......... . Roof Sheathing Thickness................ •- _-. ::....................................I......&in.>_7/16'WSP Roof Sheathing Fastening.............. ....................:(Table 2)...... ...... ..................................... �QP Notes: •1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 7B0 CMR•5301.21.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2 'Exception:Opening heights of up io 8 fL 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 R-grade.. ' A FVC'Gtride 10 Flood Corrsfructiarr in Higlr )Mind Areas:110 fiiph 1-Yind Zone Alassachusetts Checklist for Compliance(7so ch-rRS301:2.1.1)' - Check . Compliancy 1.1 SCOPE WindSpeed(3-sec.gust).....................................................................................:............................110 mph. WindExposure Category................................................._.......................................................:................:...B Wind Exposure Category................Engineering Required For Entire Project.......................................0 12 APPLICABILITY Number of Stories(a roof which exceeds B In 12 slope shall be considered a story) / stories 5 2 stories Roof Pitch 1 •' ..............................:............................................(Fig 2) .............,.............................� z 5 2.12 MeanRoof Height•..............................................................(Fig 2)................................................. ft 5'33' BuildingWidth,.W...............................................................(Fig 3)...................:.................._......... it 5 B0' BuildingLength,L .:..................•............._............. .......(Fig 3)..................................................7 1.4 B0' Building Aspect Ratio(L./W) ........ ..................................(Fig 4)................................................... s 3:1 r Nominal Height of Tallest Opening• .............................:.....(Fig 4)..............................................[d "5 6'B' � 1.3 FRAMING CONNECTIONS General compliance with framing coinnections...................(Table 2).... ........... ................._.................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................:.............. .....:................................................. ConcreteMasonry........................._........................................................................................................ 22 ANCHORAGE TO FOUNDATION'• 5/B'Anchor Bolts�imbedded or SM'Pro nets Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4)............................................... �in. - Bolt Spacing from endroint of plate.............................(Fig 5)..................:................. /Z in.5 6'-12'. Bolt Embedment-concrete.........................._.............(Fig 5).........................................._.....�in.z 7' Bolt Embedment-masonry..................:......................(Fig 5)............r............................... - in.Z 15" PlateWasher..:...........................................................(Flg 5). ............................---........---'-3'x 3'x Y.• 3.1 FLOORS Floor•framing member spans checked ..............................(per 780 CMR Chapter 55)............................. Maximum Floor Opening Dimension...:................. ......._.•. Fl 6 % ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail(Fig 6)..:.....................4.............. MbWMLIm Floor Joist Setbacks Suppoiting Loadbeadng Walls or Shearwall...............(Fig 7).......... ...................................... °? ft s d Maximum Cantilevered Floor Joists_ Supporting Loadbeadng Walls or Shearwall................(Fig 8).......................................... `7 ft :5d FloorBracing at Endwalls....................................................(Fig 9)... — Floor Sheathing Type ................................................. .(per 780 CMR Chapter 55) ....� .............. ............ Floor Sheathing Thickness .........................._...............:....(per 7B0 CMR Chapter 55)..... .............. YJ in. Floor Sheathing Fastening_............................................:..(fable 2)..!e d nails at o in edge/&in field 4.1 WALLS Wail Height Loadbearing walls..........s.............................................(Fig 10 and Table 5)..........................._`I ft _<10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)...........................� 5 ft' 20' Wall Stud Spacing. ......................................................(Fig 10 and Table 5)................... 10 In.:5 24'o.c. WallStory Offsets ....................................................;..(Figs 71£8)...........................................�!:� ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing wall........................................................(Table bj..............................a ft y in. -T--- Non-Loadbearing walls..............................................:(fable 5)..............................2),�- -1 ft -1 in. Gable End Wall Bracing' — Full Height Endwall Studs....................... (Fig 10....................:( 9 )......................,............................ WSP•Attic Floor Len f• ft?: •1 Length.__.....*.:...........::..............................(Fig 11)_......._.................................. /?i ft zW/3 _ 'Gypsum Ceiling Length(If WSP not used)....:............:.(Flg 11).....................:..................:...�ft 0.9W _ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.m..(Fig 11).......................:...................................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 it spacing in end joist or truss bays Double Top Plate Splice Length ................:..........................._.........(Fig 13 and Table 6).....Po...Sn.�.�...._. �ft Splice Connection(no.of 16d common nails)..............(fable 6)......................[!lu....,��3/�.� ....... -1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2,01 Parcel Rpplication,# � Health Division l Date Issued 3 9 Conservation Division nIC_ Application Fee _ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address _`-t (V Q eS� T� P-a Village C -G� 11-Ve, i- Owner's OLeV-161,1i.+�N1/� ►,( Address �1�r�,4�K-�� S1 , 2 Telephone 6 Permit Request 14&\,4 y i ttoows , 1\Ala,4 S 16 J Nam-\,J ih1SL,\%.,A oiA i � \mALL itJTia- SH iJt-W -T '[=tN S s t�i C� l� i y i rl L� b t-�( K c Tc:t-t i✓;�1 �,f✓1 i►�LC1 2 ° . Square feet: 1 st floor: existing 10 EEC proposed 2nd floor: existing proposed Total new Q Zoning District L Flood Plain Groundwater Overlay Project Valuation 1 00)006 0�+1 1 Construction Type � Lot Size b,Z k- AC Grandfathered: ❑Yes ❑ No If es, attach sup porting pporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure W Historic House: ❑Yes sr'No On Old King's Highway: ❑Yes ❑ No Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) iJ o Basement Unfinished Area Re) �I S Number of Bath*: Full: existing new Half: existing Q•; new =- r Number of Bedrooms: existing Q new Total Room Count (not including baths): existing new First Floor Roam Count-- Heat Type and Fuel: U(GaS ❑ Oil ❑ Electric ❑ Other s C0 Central Air: ❑Yes �No Fireplaces: Existing New Existing wood/coal stove: ❑Yes M 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 U/No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Lvov- tAww Ovpq-o 4-AV` , -t--t L Telephone Number Address C� I'IA"�1� ��� �n% License # 1A-//A14A\'5,. G Home Improvement Contractor# Email p emuo V-C'@, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE,.ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 1j FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s The Ca=zonwealth ofMassachusettr kiDepartment of Industrial Accidents Of,face of Investigations 600 Washington Street Boston,MA 02111 www.mass govA a Workers' Compensation Insurance Af[idavit:•Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lez=ibly' Name(Business/0rganization&div;dna): MtAgg0 LA-C _ Address: ell �YA"VF-51.-LAfP5 ?—'D City/State/Zip: 14 A-a me? M A O 2,(26 t Phone#: S b S • & % 5. 2 3a 1 Are you an employer? Check the appropriate box: Type of project(required; .1.❑ I am a employer with 4. []I am a general contractor and I employees(fiill and/or part time).* have hired the sub-contractors 6 ❑New construction 2.01 am a sole proprietor or partner- listed an the attached sheet 7. ❑Remodeling ship and have no employees These sob-contractors have g_ 0 Demolftion worming for me in any capacity, employees and have workers' [No wormers'comp.in�tnan ce, mp.inura snce. t 9. ❑•Budding addition .. regaired.j 5. [ We are a corporation and its 10.0 Electrical repairs or additions 3.01 am a homeowner doing all work have exercised their work 11.❑Plumbing repairs or additions myself- [No workers'comp. right of exemption per MGL 12 0 Roof repairs insurance requued..j t c. 152, §I(4),and we have no employees.[No workers' I3.El Offer comp insurance requited_] *Any applicantthat chocks box#I must also fill outthe section below showing theirworkrrs'compensation policy information. t Homeowners who submit this affidavit indicating they are doing aII work and then hire outside contractors must submit anew aidavit indicating such. #Contractors that cheek this box must attached an additional sheet showing the mmoe of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they mast provide their workers'comp.policy Cr. I inn an employer that is praviding workers'compensation in4urance for my employees Bdaw is the poacy and job site information, Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: Job Site Address: City/Statelzip_ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Far7ure 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$1,50.0.00 and/or one-year imprisonment as well as civil penalties in the form of STOP WORK ORDER and a tine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage vedficatioa. �do��el�yc,7�� he Phone# Official use only. Do not write in this area to be completed by city or town of daL City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4,Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Iustructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pmmmutto this saute,an Pmployee is defined as"_.every person in the service of another under any contract ofhire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in.a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building apprn tenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings is the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the i asur-anc0. requirements of this chapter have been presented to the contracting aufhority." Applicants Please fill out the workers'compensation affidavit completely,by checlang the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insui-ance. If an LLC or LLP does have employees,a policy is required.. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials t Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant- Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license-applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant shoe-'d write"all locations in (city or town)_"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (ir-e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The CG=c wealth of Massachusetts Depa-dment of 1ndustdal Accidents Office of Xnvesfigatiom 6�4�asbingtQn��t Briton,MA 02111 `I`e1,#617-727-4900 ext 406 or 1--a77-MASSAFE Fax#617-727-7749 Revised 4-24-07 - vr .m=-.gov/dia Massachusetts -Department of Public Safety Board,of Building Regulations and Standards Construction Supertiisor License: CS-096399 I Is PETER F MUNRO 97 HARBOR BLUFF HYANNIS'MA 02601 �.�•� ArW?` Expiration Commissioner 10/29/2016 _... _y>.. _. V/2e ipanvn2oovcaeca�o�C%vuroaa�ccaelta I Y Office of.Consumer Affairs&Business Regulation li S ME IMPROVEMENT CONTRACTOR ,. .egistraton9776 Type` xpiration 9f9 2016 LLC i MUNRO REALTY %I PETER MUNRO 97 HARBOR BLUFFS RD HYANNIS,MA 02601 Undersecretary f e Unrestricted-Buildings of,any use group which contain less than 35,000 cubic feet(991m)of enclosed space. I Failure to possess a current edition of the Massachusetts ,State Building Code is cause for revocation of this license. ' i For DPS Licensing information visit: www.Mass.Gov/DPS License or registration valid4or individul use only _ before the expiration-at on•date. If•found.return to: � p j Office of Consumer.Affairs and•Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 i( jNot valid without signature �I i' �I �TMET° Town of Barnstable Regulatory Services �IIALMST"M MALSS. Richard V.Scali,Director .9 i6 3 � ♦� 16 c� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , I, Ol...d D Wi A+' , as Owner of the subject property hereby authorize yr,T 1%p' H w3 KO to act on my behalf, in all matters relative to work authorized by this building permit application for- (Address of Job) "'*Pool fences and alarms are the responsibilityof the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 4' 1gna f Owner Signature of Applica nt a1'ors Print Name Print Name 508• c�►s • 23a� ,. Date Q TORMS:O WNERPERMISSIOIIPOOLS Town of Barnstable Regulatory Services *'THE roty,L Richard V.ScaIi,Director Building Division BaarrsT"M ` Tom Perry,Building Commissioner t&ss. 1639. ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homcowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Iicensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 j=47 IC MEMBER REPORT Level, Wall:Header FAILED Ir, �r7 !G 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 12'6" 0 0 12' 0 All locations are measured from the outside 000utside face of left support(or left cantilever end).All dimensions are horizontal. D25,1911CSL�t+r / O/%n`a!'iia�,Lota?b�/ / /, esit1t % F i i i 000p iiii y stem;Wall Member Reaction(Ibs) 1647 @ 1 1/2" 3825(3.00") Passed(43%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 1334 @ 1'2 1/4" 3038 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 4944 @ 6'3" 4614 Failed(1 7% 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.173 @ 6'3" 0.408 Passed(L/850b 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.268 @ 6'3" 0.613 Passed(L/54 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(LJ240). F Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed oth ise.Proprer a aZ Tent and posi'oninlatera©bracing is required to achieve member stability. / �/ �` t� y Applicable calculations are based on NDS 2005 methodology. J t Jim wommm S � ila /aiiii/i�%/� /rH %/ T iioj/p W. iyii/aa/ 1-Trimmer-PSL 3.00" 3.00" 1.50" 585 1063 1648 None 2-Trimmer-PSL 3.00" 3.00",. 1.50" 585 1063 1648 None Loads„ ////,/��/�i� 1-Uniform(PSF) 0 to 12'6" 8'6" 10.0 20.0 Residential-Uving Areas Weyerhaeuse Notes i �/ems ���� , 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. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator � t OF MgSSgcyG = MtONELE s� L Ln • o SjA�CT�RA �0 34774 �90 as o sNP �� Forte Software Operator Job Notes 3/4/2015 11:10:27 AM MICHELE CUDILO Forte v4.6,Design Engine:V6.1.1.5 MICHELE CUDILO.P.E. (508)771-7601 mcudiloc_Dcomcast.net Page 1 Of 1 1nsulation & Supply1nc A11 Cape Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor: Barnstable Builders, Property Address:,46 West Terrace, Centerville Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 12" 850 R-38 Flat Ceiling Fiberglass Batts Owens Corning 3.5" 1350 R-13 Exterior Walkls Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul Insulation Fiberglass Blown Certain Teed ` Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax 5" 240 R-30 Slopes Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: Date: Z" M/)r Home Improvement Contractor Registration #162656 Tr# 282518 7 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 Go ®n :eat of Massachusetts ok bffermit 3/ / s Mapd,Z,_Parcel Date: //--; /S� MAR 0 3 2015 pet' -��-�.y.z BLE Estimated Job Cost; $ ®F ���� ,A Permit Fee: Plans Submitted: YES NO Plans Reviewed: YES NO Business License# S M 3330 Applicant License Business Information: Property,Owner J Job Location Information: Name: I . 0/1 P Name: Street.: pit # Street, City/Town:' /�S� C( {'�� City/Town: Telephone: 2. 7 J`6- 2 0 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial 3 J -I-unrestricted license J-2 1M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. 12-stories or less Residential: 1-2 family Multi-family Condo;/Townhouses Other Commercial- Office Retail Industrial Educational, Fire Dept. Approval Institutional— Other Square Footage: under 10,000 sq.ft. t/# over 10,000 sq. ft. Number of Stories:' Sheet metal work to be coiiipleted: New Work:. Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing " Provide detailed description of work to be done: k INSURANCE COVERAGE: I have a current.iability insurance policy or its equivalent which meets the requirernents-of M.G.L.Ch:112 Yes):No,n If you have checked YS1 indicate the typo of coverage by checking the appropriate box below: A liability insurance policy 6ther`type of indemnity. Bond ❑` OWNER'S INSURANCE WAIVER. I am aware that the licensee does n2t have the insurance coverage required by Chapter 112 of the Massachusetts General.Laves,and that my signature on this permit application waives this requirement /D Check One Oniv awner'P Agent: El Signature of wner or Owner's Agent By checking this boxy,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application will be. in compliance with all pertinent provision of the.Massachusetts Building Code and:Chaptpr`112 of the.General.Laws, Duct inspection required priorto.insulation installation: YEs NO . rca a �, s, o� #i�ns•. - Date Comments Final-100.ec 'ort Date Comments Type of License: }.,. sY 4'Master ritle [I Master-Restricted ` N.y[Town E]Joumeiyperson S nature of l icirnsee 'errnit# � QJnumeypersort-Restricted License Number: -��,t/ 3 �1 0 D. Check at mm-MAR .a2vidbl R inspector Signature of permit Approval I Fold,Then Detach Along All Perforations NtONWEAICQfl MO. � e • - o o 6 `- I • r^ �- �AS�SI�EHITSE.TTS�,' £ xLlCEriS�� �t t%3 1L r• 9e N M NUMBER V - - �, � � ��y a 55 MEETING HOUSE PA � t pBHtAND MA-bi721 1787 5(SD OSiS2011 Rev Q715.1099 �: f The Commonweaftk,ofMassachusetfs Deprartrnent vfIndustria`Accidents ifice Pf Arvesdgations. , 600 Washington Street Boston,MA 02111 wwts.n ass g"Idiul Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetzicians/Plumbers ARplicant Information Please Print Ledblo Name(BusincssK}rgm izahonaa ividual): —©'l e Address: Wee IV - City/State/Zip:. AV 4,114 (4 2 Phone A.' 7j Are you an employer?Check the appropriate box: Type eatproject(required):; 1.® I am a employer with 4. ❑ 1 am a general contractor and I x have}aired the sub-contractors b. Q New construction.. . employees(full and/or part-rime). - 2.❑ I am a'sole proprietor or partner-, listed on the-attached sheet. 7. Ej Remodeling ship and have no employees hens sub-cantraccors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. []BuRdinj addition [No workers'comp,insurance comp.it>stuartce.$' required.] 5. We area corporation and its 10•❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised theix l l.Fl'ph i.ng repairs ar addditions myself, [No workers'card: right of exemption per MGL 12 rl Roof repairs insurance required..]# c. 152,§1(4),and we have no . employees. [No workers' 13.[]tither comp:insurance required;] ' *Any applicant that checltis box#1 must also fill out the section below showing#hair w=rkets'compensation policy information... f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.. YContractors that check this box must atuched as additional sheet showing the name of the sub-conftacturs and state whether or not those entities have employees. if the sub-contraabots have employees,they most provide their wor'=''conzp.policy number: I am an employer that is providing workers'compensation insurance for.my employees. Below is the policy and job site information. Insurance Company name: /� / ! rti /�� SN VG0 j P (�(/N/1 �h Policy#or Self-ins.Lic.#: >'f��" b 1 `2©/�1 Expiration Date. 0 4110 Jab Site Address: -/t7 r rc S lsr�i GC !� CityfStatelzip Attach a copy of the workers'compensation policy declaration page'(shrowing the policy number anti 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 Investigations of-the DU for insurance coves-ze verification I do hereby cerdfy under the pa,7-7 enakk4..of perjury that the information provUd above is true unn t.correct. Date: Phone# 6 l —2 �pfftci at use only. ,too not write.in this.area to:be completed by city or town official City or Town: PernuttfLicense •I,ssaing Authority(circle one): v 1.Board of Hearth 2.Builditeg Department 3.Cify/Tow.n Clerl�. 4,filet trial Inspector,5.Plumbing Inspector G.Other Contact Person: '- Phone;fit _ - TE Acr R 0 CERTIFICATE OF LIABILITY INSURANCE DA07f16/2/D0/YYYY)14 `..�, 07 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE MOLDER IMPORTANT: If the certificate holder is an ADDMONAL INSURED,the poficy(Ies)mast be endorsed. If SUBROGATION IS WAIVED,subject to I the terms and conditions of the policy,certain policies may neq&e an endorsement- A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 05105-001 ncr ME Group Inc dba Lukatsky Ins Group P SNN.Ext): (617)928_9222 —_ — �)la_No (617)928-9298 950 Boylston Street Suite 101 k EE A LhSS: I Newton,MA 02461 AMD -- INSURER(S]AFFORDING COVERAGE NAIC tt INSURERA: A.I.M_Mutual Insurance Company _ 4 26158 INSURED I 1 One Inc yLy $URER B-: . ----- -- i INSURER C. 55 Meeting House Path INSURER D: Ashland,MA 01721 I MSURER E INSURER F, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I ILTR -- TYPE OF INSURANCE II�NSRRIM11iD 1 POLICY NUMBER (MOM/DD/ %)1(mpow'D /YYYY) LIMITS LENERAL LIABILITY EACH OCCURRENCE I S i DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY I PREMISES rEa occurrence) .— CLAIMS-MADE g OCCUR MED EXP(Arty one person) S——- - y I PERSONAL 8 AOV INJURY_IS�— GENERAL AGGREGATE i S RGEN'L AGGREGATE LIMIT APPLIES PER: i PRODUCTS-COMP/OP AGG IS ` POLICY PRO- LOG i i JECT - '-- COMBINED SINGLE LIMIT 44 f ff ( 1 € � � .. I'BODILY accidentLS. AUTOMOBILE LIABILITY ANY AUTO I 1 t ODILY INJURY(Per person) S y. UALL OWNED SCHEDULED t I [[[ BODILY INJURY(Per accident S SAUTOS _AUTOS ( D S 1 HIRED AUTOS J NON-OWNED It 1 P ROPERTY DAMAGE 1` `Y AUTOSPer accident _4 S `UMBRELLA LIAB �— IOCCUR I I EACH OCCURRENCE S j EXCESS LIAB 1 -I CLAIMS MADE ( AGGREGATE _ S j 1 DED I RETENTION S I i �. • _ is i WpRKERg�pMPFrNSp7�p� I - X i TORY LIAMITS;' tOER I_ I ANyD E�M�P�LO ENRS LIgARBTILNIETRY�� A OFFICEWMEMBEEXCLUDED? CUTNE�Y N/A VWC-100-601T386-2014A 4/10/2014 l 4/1 O/2015 'E.L.EACH ACCIDENT_ _ 5 1Od,000.00! (Mandatory In NH) IJIE.L DISFJISE-EA EMPLOYEEI S__ 100,000.001, If Y de IN and E.L.DISEASE-POLICY LIMIT j.S_ 500,000.00 DESCRIPTION DOFF OPERATIONS below � _ _ i 1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) ' 3 t I I CERTIFICATE HOLDER CANCELLATION Commercial Cleaning Service Inc 48 North Beacon Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Allston,MA 02134 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r' Mass. Corporations, external master page Page 1 of 2 4t � � v � x W , -r ..,'- " r,✓,,. ,,,.ra., t.'`e c�. x`,y _., r, ram, ,'. ,'.'•E,. ,4 h, Corporations Division Business Entity Summary ID Number: 271114938 Request certificate ew search Summary for: I-ONE, INC. The exact name of the Domestic Profit Corporation: I-ONE, INC. Entity type: Domestic Profit Corporation Identification Number: 271114938 Date of Organization in Massachusetts: Date of Revival: 03-21-2013 10-14-2009 Date of Involuntary Dissolution by Court Last date certain: Order or by the SOC: 06-18-2012 Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 55 MEETING HOUSE PATH City or town, State, Zip code, ASHLAND, MA 01721 USA Country: The name and address of the Registered Agent: Name: IVAN ORLOV Address: 55 MEETING HOUSE PATH City or town, State, Zip code, ASHLAND, MA 01721 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT IVAN ORLOV 55 MEETING HOUSE PATH ASHLAND, MA 01721 USA TREASURER IVAN ORLOV 55 MEETING HOUSE PATH ASHLAND, MA 01721 USA SECRETARY IVAN ORLOV 55 MEETING HOUSE PATH ASHLAND, MA 01721 USA DIRECTOR IVAN ORLOV 55 MEETING HOUSE PATH ASHLAND, MA 01721 USA Business entity stock is publicly traded: r http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 3/3/2015 Mass. Corporations, external master page Page 2 of 2 The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No. of shares Total par No.of shares value CWP $ 0.01 1,000 $ 10.00 500 r r Confidential r Merger Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution Annual Report Application For Revival Articles of Amendment i] _I__ _ ... _J:._ 3 View filings Comments or notes associated with this business entity: 4d New search 1 http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 3/3/2015 Town o0ainstable Regulatory `ees rams. Thomas F.Geiler,Director, Building Division Tom Perry,Building Commissioner 200.Main.Street,Hyannis,MA 0260 I • wwWAowELbarnstAbltuha.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Ust complete ar�cln This Sectib xt :If Uslna A Builder as Uvvner of the subject propertq, hereby authorize � Aze to act on niy,behW, in an matters relative to work authorized by this.b uldi ig,pest* (Address of Job) ' - **Pool fences and alarms are the responsibility of the apphc'arit. P601s are not to be filled before"fence is instaUed and'pool:s are not to be utilized until all-final.inspections are performed and-accepted:,: Sigaature of ner Signature of Applicant —�o� voN I ORLOV IVA" Ptit Natne A Print Name " 2mi Date Q:FOkM;.,6WNtRPExrussrerNPOO s , ACHCL-1 OP ID:CL ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE(MNDD/YYYY) `--� i r 07115/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,',EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. j - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). { PRODUCER 'CONTACT Eva Kremer LJM Insurance Agency,Inc. PHONE FAX 327 Union Avenue Alc No Ext:508-872-0662 JC No):508-879-5299 Framingham,MA 01702 E-MAIL Eva Kremer ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Ohio Casualty Group INSURED I-One,Inc. INSURER B 55 Meeting House Path Ashland,MA 01721 INSURER C: !INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE POLICY NUMBER MMMIDDYNYYY POLICY EXP EFF MM D LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE ❑X OCCUR BKS53700611 11116/2013 11/16/2014 PREMISES E.occurrence $ 300,000 MED EXP(Any one person) $ 15,00 ~ - PERSONAL&ADV INJURY $ 1,000,00 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY❑JEPRO- CT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: - $ . AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION "' PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE a E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ ff yes,describe under ` DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached U more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION COMMER6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I Commercial Cleaning Service, t ACCORDANCE WITH THE POLICY PROVISIONS. Inc 48 North Beacon Street AUTHORIZED REPRESENTATIVE Allston,MA 02134 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01). The ACORD name and logo are registered marks of ACORD -- STATE PARCEL IDENTIF1 aOPERTY ADDRESS I I ZONING I DISTRICT CODE SP- DISTS.I DATE PRINTED I CLASS I PCS I NBHD KEY NO. 0046 WEST TERRACE 10 RC 300 '1000 07/09195 .1011 00. 49AD R207 118. 125910 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS Y UNIT ADJ�D. UNIT L£ARY. JANE M MAP- Land By/Date Size pthlAcwn P ACRES/UNITS VALUE Description CARDS IN ACCOUNT CD: FF-De th/Acres LOC./YR.SPEC.CLASS ADJ. COND. E PRICE PRICE #L A s�D 7 40.200 10 18LD&.SIT 1 X .24 =100 258 64999.9 9 167699.9 .24 43200 #8LDG (S)-CARD-1 1 58.900 01 OF 01 1 #PL 46 WEST TERR S BATHS 1 .0 U X C= 100 3500.00 3500.00 1 .00 35JO S #DL LOT 17 MARKET 74600 FIREPLACE U X C= 100 3100.0 3100.0 1 .00 31 O 3 #RFC 1814 Ci103 INCOME SE A PPRAISED VALUE 99.100 PARCEL SUMMARY U AND 40200 S BLDGS 58900 T -IMPS M TOTAL 99100 E N CNST N DEED REFERENCE Type DATE Record R I O R YEAR VALUE T - I. Book Page Inst. Mo. Yr.ID Sales Price AND 4 0 200 1 S 7175/132, I05/90 A 1 3LDGS 58900 1436/228: 00/00 rOTAL , 99100 I BUILDING PERMIT Number Date Type Amount LAND LAND-ADJ : INC PIE SE SP-SLDS FEATURES 8LD-ADJS Ud.ITS 40200 66.00 Class Uon as. T�;as Base Rate Adj.Rate A Year Built Age Depr. Cond. CND Loc Mo R G Repl Cost New Adl Repi Value Stones Meignt Rooms Rms Bath. a fix. Partywalt Fac. 71C 000 100 . 100 59.40 59.40 69 7.5 19 80 100 8C 73606 j90J 1 .0 5 3 1 .0 4.0 Description Rate Square Feet Repl.Cost MKT. INDEX: 1 -00' IMP. BY/DATE: / SCALE: 1 /0 0.7 5 ` ELEMENTS CODE CONSTRUCTION DETAIL SAS 100 59.40 1080 64152 GROSS AREA . 1U60 SINGLE FAMILY . DWELLING CNST G'P: 0 FWD 85 8.50 299 2542 N*-------23-------* 'TYLE 03 A;NCH © 0 - - -------------- -------------------------- FFU .25 14.85 21 312 ! FWD ! E.SIGN ADJMT JO ------------------ 0.0 *-* ! -:XTE�2.adALLS-- 01 OOD FP_kAt L'.0 ! 13 13 EA'T/AC TYPE 02 AS ------ 0.0 7 7 ! hT13.EIt;fSW -j0------------------- FFU ! �iTEI.1LAYDUT- ,Jf ------------------ O.fl J - - - - ---------- - - ---------------------- *--- *-45------23-------* NTtR.J f CTY 02 AME AS £XTEft. 0.0 ----------------------- ! ! LSD UC S7RTu 0.0 D t1 W ! ! 'LOJR C)Vt g t)i1 ---0j.0 E Total Areas Aux a 320 Base a 1080 00 TYPE ---- --p� ------------------ U.G BUILDING DIMENSIONS ! _L t G T R i C A L aOJ 0.0 T SAS W45 N24 E45 FWD N13 W23 S13 24 BASE 24 OUADAT.I0�1-- - -JC5 ----------------- --99.9 A FFU W03 N07 E03 S07 .. FWD E23 ! + •• 8AS S24 .. ! -----IEIfHE3DRH00D . 49AD CNTERVILLE-- L ! ! LAND TOTAL MARKET ! PARCEL 40200 99100 *----------------45---------------X AREA 82320 VARIANCE +0 +20 1z Amnaun 7s oFTME t • saiuvsTnBze. • 9�ArE .-•� The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 23, 1998 Ms.Jane Leary 46 West Terrace Centerville MA 02632 RE: 46 West Terrace,Centerville(Map#207/Parcel#118,) Dear Property Owner: Our records indicate that your house at 46 West Terrace,Centerville is currently being used as a two- family home contrary to Barnstable Zoning Ordinances. You must contact this office as soon as possible to either: 1) apply for a building permit to restore the property to a single-family home 2) apply to the Zoning Board of Appeals for a variance 3) prove that this is a legal two-family. You must contact this office immediately to tell us what direction you wish to take. Sincerely, l Q, Gloria M.Urenas Zoning Enforcement Officer GMU/kl t9809232a �� . The.Town of Barnstable • • .ARNM,I NAM ' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner oaG� z RE: ,ra 7 Dear Property Owner. records i dicate that your house ��,c. is currently being used as a 6&e ily home contrary to Barnstable Zoning Ordinances. You must contact this office as soon as o.either l) apply for a building pe rmit ermit to restore the property o a single f ily home 2) apply to the Zoning Board—of.Appeais for a variance 3) prove that this is a legal Wily You must contact this office immediately to tell us what direction you wish to take. Sincerely, Gloria M. Urenas Zoning Enforcement Officer GMU:lb 4VA�Wp P9703e11 a `•i: D aw ..:::.....:::: ::::.:::::. • LEARY •.vv v.v:••.�v•y.:::L.t?::?ti:.:iv'ii:•isii}:•+i}vvii:;:Oiis^ii}:•}ii:4(;•:i� ii:;isi{:;i}i.><>{iti::::•iii:.Y::;•i:;:.'vi}:;:;ii.::^:ishiii<�ii:::?}ij'r'r:?:vtii:'Y}y:}tiv4}�i:::;:iiiii::•ii: ' •::::::;•••...iv.: ?vvL:;w.�i},.vi:.w:,ii;v..iGi:.::•iv;;•Mi{.vt4i..{;•i:.;;•:vvv;•:v?•ih.vistw:..t;..v?ti,::??,vLtitii{ry;}.viw:.{•:v.?t:.ti?i:.ti;i.�:4.ititi.:::•:tiv:•:•i WEST TE RR. V L E ..... ANONY--NEWSPAPER ' ..:;:.:ttij::ii:}:i::•iti;:.:.i.:ti;�:i.}%.::.?;i.;}:?•:{.>:•::i.>:i•:,,•:::.::::.�:::.t•:�:i•::::: .............. Ole ILLEGAL PT. ems. G. U.WILL CHE CK. FIST NS MILLS: Great reage living area, bedroom K F2s lih n area, large . �wllarge g Professional a white kitchen, preferences G� I V $o 5,all deposits 775-2207f r �$675,all dep ? - •.?��•� � 5 � TRANSMISSION VERIFICATION REPORT TIME: 01/02/1995 23:58 NAME: FAX TEL DATE,TIME 01/02 23:57 FAX NO./NAME 94283115 DURATION 00:00:50 PAGE(S) 02 MODELT STANDARD ECM RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET �1 1.6 West Terrace Centerville LAND �90 C-0 73 BLDGS. /JF 7. 207 118 s OWNER ✓-� �e�� l/ /i, ``�"'.. rn TOTAL a,� LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: Lot 17 BLDGS. c-G TOTAL yo, o� LAND 0-Z b, 3 BLDGS. TOTAL LAND BLDGS. TOTAL LAND a, BLDGS. TOTAL LAND a) [BD 01 INTERIOR INSPECTED: a,__DATE: C ^� JA ACREAGE COMPUTATIONS BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL HOUSE LOT 1/ 71 ,C2 y pU J j v ,S o o LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT _ LAND REAR BLDGS. rn WASTE FRONT TOTAL REAR LAND BLDGS. TOTAL MBLDGS. r LOT COMPUTATIONS LAND FACTORS FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER ROUGH TOWN WATER rn HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. TOTAL 7nUUM n;= RARNSTARI F. MASS I-1—APPRAIRAI-CO FART NARTFO.nD CONN. Cone.Blk.Walls Bsmt.Rec. Room St. ShowerBath Bsmt. PURCH. DATE Cone: Slab Bsmt.Garage St. Shower Ext. Walls PURCH. PRICE. Brick Walls Attic p&Stairs / Toilet Room Roof RENT/D:J.:': Stone Walls Fin.Attic Two Fixt.Bath Floors >i✓/_.i: AG, Piers INTERIOR FINISH Lavatory Extra Bsmt. F 1' 2 3 Sink y �% Attie s r r/. Plaster Water CIO.Extra S.d: c Z EXTERIOR WALLS Knotty Pine Water Only :C!' s— ^7(0 Double Siding Plywood No Plumbing [Fireplace n. Single Siding Plasterboard i w Shingles /.j,�_a;c� TILING Cone. Blk, l- G F P Bhth FI. -{ Face Brk.On Int. Layout Beth Wains. Unit .�- a y Veneer Int.Cond. Bath Ff.&Wells + 8 S _Com. Brk.On HEATING Toilet Rm.Fl. g Solid Com.Brk. Hot Air Toilet Rm.Ff.&Wains. Steam Toilet Rm.Ff.8 Walls Tiling • Blanket Ins. Hot Water St. Shower Roof Ins. Air Cond. Tub Area Total Floor Furn. ROOFING COMPUTATIONS ' Asph. Shingle _ Pipeless Furn. /0 S,0 S.F. Wood Shingle No Heat a 76 S.F. 0 (, Asbs. shingle Oil Burner S.F. Slate Coal Stoker S.F. Tile Gas S.F. OUTBUILDINGS ROOF TYPE Electric Gable Flat S.F. 1 2 3 4 6 6 7 8 9 10 1 2 3 4 6 6 7 8 9 10 MEASI Hip Mansard FIREPLACES S.F. Pier Found. Floor j, Gambrel Fireplace Stack Well Found. 0.H.Door LISTI FLOORS Fireplace Sills.Sdg. Roll Roofing Cone. 1101, LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DAI Shingle Wells Plumbing Pine Hardwood�''� ROOMS Cement Blk. Electric Asph.Tile Bsmt. 1st r TOTAL �2/ 2 a P, Brick Int.Finish lam`Single 2nd 3rd FACTOR o? 7 A REPLACEMENT / j,f0 OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG. � L.- 3 •�' % �- `� �z_ J// / �J I9.S J 0 G F 2 3 4 6 7 8 9 10 TOTAL ---- - -- .(EXIST. CONSTUCTION) 5oS i w d e -- -- -- - I ----- FYPIC4l. WALL Z g p X (/t�\{ �//q�� F IIn\\.I I �fn\\ e . .. . .O ��m m Q~UO r — -''i;P __ _ _ -- Nen�AZEK I 'REV._NO. : 3 @CK1NG D° - I 'ALUMINUM FLASHING DA 1T E : v , ;. i I ICE&WATER SHIELD 1/19/2015 • is x - r i .. I III , r l/29/2015 LAG BOLTS _- - -LEDGER I I XI.ST. FULL z- zxe P.TCARR A - --LLFF INTO B EAM (VERIFY JOISTS SIZE & . a .* : ._, ,.. _• _ SPACING ON FRAMING IN� PLAN METAL - ,Z } FRAMING HANGER CIS `/ _DISTANCE VARIES + : .. - --- --- - --- -- - - w. '- — — o- B r � f. =' a — o — Q .- ,:.. - _ 6 x6' P.I. '. POST - 1* ,. - I,I :C � w o N 6 4J NOFCHED OUi F Q v ,. - OR CARRYING BEAM n x �, - - - --' ---_ , -' x -e S MP.SOi.'C8066 v ° POST BA { L - ''- (TYPICAL)E- - a P FOOTING PER PLAN EXIST. FULL ----- —I �. Q,Q ... 4 EXTEND 4'-0" BASEMEN-1BELOW FINISHED GRADE �' ..: ..f-. �" __.__ •- _ ,. 04 (TYPICAL) cn W I "G NDAT All Lb 7. ,.n FOU ION - - c ti UP L r TYPICAL DECK @..SII-_L DETAIL--------------- • .. 7 ;,. . .. .:, (EXIST. CONSTUCTIDN)�'. `: . - _ �,e,.. „.,... >:. °.- ,-`_.•.-. _.dr., z. ".. .a,.a:•. —._—NEW_ ROOF_CON_ST_ :{ E_XIIST. ROOF.CONS—T., w w W � 2 x 8 ROOF RAFTERS© 16".o.c. + (FIELD tVc:RIFY) - . U U ,.: f - 1/2 CDX PLYWOOD R60F. SHEATHING:'.' uE} + -I '�K c.. ,, • ± 1'. • ASPHALT' ROOF SI i NGLf-S P . U ` —• 15LH. FEL.T.PAPER - �/' /1 2 — 10" !RIDGE BRD: :� � EXISTING RAFTER _ - - - — ----- --- ---==- 1 -. SIMPSON H--2 RAFTER ,11E5 (. $ �^ � `O --'-- n FIELD-VERIFY - w ,yq -_. --------- =---- ------------ -_T_ ( ), s,. NEW 2 x6's"�16.oc- v - ' _. . . ,`-- -- -'`-E-X-I-S-T--. .- :IC R3P BAFF INSUL.. --- NGW2x]O.C .'JOIST .� -l-6--"o.c.. f F ISM '1 2" GWB w SKIM-'COAT PLASTER ---- - -_--.. .� / >. :, ; '+• ,; 4 iP IEW . / - : F.O. PLATE Nt_ 2 Ix --1 p GYP. BD. ON - 2='Z_ �C I Z SOF FIT - ,ON.::1.x STPAPPING..0 16 O.C.+. : .. --- - --- _- s 16. -- --. _ - _ -. '9 x 3 STRAPPING © 16' o c ",- .c __ VENT (FOR,INSULA:f10N} / - n': - REMOD. -_' . / KITCHENC 4 ' :., "..__ / - Y I �. .. �..' ,I,. �i- (VAULT CLG.)_, ICE AND WATER,BARRIER.MEMBRANE \__ _ IRE_MOD L.F_U ... o - CARRY UP-3-0 ^,FROM':�AVE - w NEW 70" COLUMN.- '.Ir .. .v. - 1.1�G 1s7 LIVING. RM._ 1 0_ 2.-.4,,;„ C1_.. .. > fro - ° :j > . W r, J PT.6x6 POST .. . --- _ .. o. `(VAULT GL(>.) t �> _� o -- AI_. DRIP EDGE' --...----. ._�.----�` a OVER ICE & WATER BARRIER _ .`_ I C.,(.1. /. • I i.. ,. NEW AZEK .. FIRST-.FLOOR x SUB-FLOOR ALUMIN. CUTTER / //��` _ ---- — - .. •. - - �-' ---- --- ---- - ;-- JOISTS S - V1 _ _ EXIST. JO _ '�:.--,_-..__' _-- _ ,• ..'. , BUILD-'OU]'--------- ''I T 2 x8's ©:16., o.cl -..- -.,_, F EXIST JOISTS CORE-A-VENT -- -- Z+ ,. L1 EXIST. 1.LL -- P.T.� ---- I O o -� 6X6 P,T. POSTS -' N -1x FRIEZE TRIM,- ( ` - ,- - FIELD VERIFY). EXIST. FULL c%j ()F MAS8 q1x3 STRAPPING(FURRING BRD.) EXIST. CONCREc NBASEMENT 10, FOUNDATION WALLS C --`SIDING TYP. WALL -- ----------- ----- -\_ �. U P �� SCALE G o�U-14 a ►., a - c/' --- TO 4 IA. BELOW GRADE EXIST -------'---- �Lt �Q 12" DIA. SONOTUBES 0 V 7� 4 - ' CONC. FOOTINGS I -:... DWG. G. NO.:• ;,9 h'FGISZEP�C�� G FSS'ONF�� -- (NEW_. E AVE DETAIL ----- , SCALE 1-1/Z' 1'--0" 5 —SECTION , C2 r i .. ad pp jC) a cs (L In Tn o o a) z ~ wwwVOwZ (EXIST. CONSTUCTION) _ REV. NO. : 3 _ 41/19/2015 DATE SIDING SEE ELEVATION 1/29/2015 2/15/2015 "TYVEK" HOUSEWRAP ---..- I I '•" * _C2 i-- --- - -- --'--' - ------ / - L ° .x. NEW 1/2" COX PLYWOOD .----- --- . . _NTRY 5 2x4 ® 16' O.C. cn (EXISTING) -R-13 BATT. INSUL. --- ,{ C1 % - --�/� .• -.A..� „':— - EXIST. 'DECK- 2 x - i - i, tt - - • - -- . (EXISTING) -t, - /N �0111 NEWAZEK DECKINGo (FIELD,'VERIF'Y'W/ OWNER) -6 Mll. POLY VA,OR.BARRIER ------ n:a ( C 3 LO cn1/2" G.W.B. j� .:. Qom'". .. ` •• h^ 4 VDH3457 z —-- � _ —. ";. ; _ VDH3436: ., VCMT1836�2 VSDZ 7280= .�•• . , I 10 I ,� ,I-. SL. P�" 51'K" NFW. - ---'I .D, o .•�L' 6'-0' �I,\ ,�. ,� .. �' � 1�'.` -CLNG. Y -IS4FFIT� /\/\/�' I„ St � � N- REF 30"IG �J i `I •�^- .. r/1' L/'� NOTE:FIELD VERIFY WINDOW REMOD.. REMO�., —' —�TYPICAL- ,x RELOCATION:W/ OWNERS °N 6 ., N -t,' - ,. e •. - - DETAIL BATM — - - —_ — o ` ( YPICAL WAI_I" _ KrTcTEN NOTE _x' a m ---- - _..� _...------ r T. PED. b T I.VATLT GGIG. c- _I ,r, :A _... :. . . ( I Ui�I (. ) WALL STUDS ti T. NEW PCKT. DR. 2. 30" - _ r - - .- ....,... Tn e E_XIS I.. .. .c! (FIELD OWNER) t SGALE> 1 1 2 — 1, 0 RANG._ + ( LD VERIFY.W/ o R) N o y BEDf�00M ( B L�. a ..., ice.cf) ..NEW 36"x66,,. o 1 1 I t. - > N .. NEW.LIN.� �, - :ISLAND,. , EXIS I:' - +S 3, 2., I DINING �+ 2 —. — -- o 4 a a 1 t -�1 .Ic• F STAIR N _ _ > o �+ SOF,IT ALL NEW c e ANl - DN _ -- — — 4 o U N z 2 �_ N t. - �S — --- FLAT,CLNG. _ NOTE: Q_ ALL WINDOWS ARE TO BE ` JELD- WEN SERIES NO.GRILLES r — — E.MOD_LED r EXIST. ; w Tn _. LIVING RM. BEDROOM T _ (FIELD VERIFY W/ OWNER) v EXIST. w;O N vnuL•r c c: i ) �, �•1 � Q 0 y ..SLOPE CLNG - '�. 2'-10 2'-10" 2 10"^ GENERAL NOTES: VDH3457'. ; IVDH3457 7.) CON TRACTOR,IS TO VERIFY EXISTING,CONDITIONS AND DIMENSIONS "_t.' VDH3457 VDH3457''" - rVDH3457 'V H3457„ �` II IN THE FIELD PRIOR TO THE START OF WORK s . NEW DECK - f NOTE:FIELD VERIFY MULL ` ,�j .• W ` 2.) CONTRACTOR TO REMOVE EXISTING WALLS, DOORS AND WINDOWS ETC. AS - 1 \ , o (tJEW AZ DECK'11JG) f `'UNIT" W/ WINDOW REP. REQUIRED FOR NEW CONSTRUCTION. . '— - I AND-OWNER 1 C3 t, �T �G1 _ ram" ..�... �37 - r. ,NEW 10" COLUMNN.MATFRIAI_, DETAIL, ANDpINISHCHEXISTING CONSTRUCTION C 3. ALL NEW CONSTRUCTION�� t• � '- L - r I - - - _ - ON. PT 6x6 POST R' .� ,.� � 4.)•,ROUGH OPENING HEAD HEIGHT OF WINDOWS AT, N ' FIRST FLOOR 1'0'BE 6'-10" ABOVE SUBELOOR I 'r _12" DIA. SONOTUBF_S O -5.) ALL WORK SHALL CONFORM TO THE MASSACHOSETTS � - i- -S1 TO 4'-0" BELOW GRADE � �1 ¢ N o1P,TE BUILDING CODE AND ALL OTHER APPLICABLE C2 �- '�, - 1 (-1� N Q - LOCAL CODES ,. __ _ T. ... - • - -_---- ------ •`6.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES,• SCALE - -DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS , B• O•.- . . • _ SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO , 1/4" = F-0" COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES.-. _ . — ----- — ----.. -- _45 0"t —__ _—_— _ —_ '' (EXIST. CONSTUCTION) i DWG' NO.: ERRORS AND/OR-OMISSIONS BECOME THE RESPONSIBILITY DF' THE .- ; -..,rf BUILDING CONTRACT'OR.,.� ' - - >i C .. r '"" --_.—_GEE _. �E D 7.) CONTRACTOR IS TOIDOUBLE ALL JACK & KING SPUDS? - C t -" M ,• EXISTING WALL CONSTRUCTION TO REMAIN 1 ¢{ - 1 \ �J `.J O`� • ,: �_/. \ r��' NEW WALL CONSTRUCTION 1 EXISTING WALL CONSTRUCTION. 10 13E REMOVED ---- (EXIST. CONSTUCTION) - — -- --v _ --`-----'---- . ., w°'c, S F U O � - - x - • TYPICAL WALL -n LL.W 4. X _� T. B ASE_ M EN T, PLAN _ gym o F to z UP .- - NEW AZEK I I: ---------- _____ I REV. NO. 3 --- DECrJNGM I _DATE ` ALUMINUM FLASHING _ ' •ICE.&WATER SHIELD I. 1/19/2015 x M -- 1/29/2015 t LAG BOLTS n' 2/15/2015 LEDGER EXIST. -- EXIST. FULL r cfr zrezcz�crt r BASEMENT. _ 1 t r.- _. __• CARRYING BEAM (VERIFY JOISTS SITE & T. y SPACING ON FR MING'PLAN C z z - FRAMING HANGER - +I PAGI cn U DISTANCE VARIESvl .'7 6' " P.T. POST x6NOTCHED OUf FOR CARRYING BEAM, • . . a Q & BOLTED 4 w ►x 0 SIMPSON CB066 ^ - x - -• x o POST.BASE .°l� _ z ^ U l (TYPICAL) 4 . - 8 < r�< EXIST. FULL _— FOOTING PER PLAN c, I'.; C/� O L/ — y �.�� EXTEND 4. 0.. r ..BASEMENT #�- - - BELOW-FINISHED'GRADE. U j EXTEND '^ '.(TYPICAL) FOUNDATIONS WALL UP r *' a • ' r? M - , A I TAI . ' •' TYPI:C L DECK � S I L_"DE L ,. SCALE: — — L x_ .. •. ., (EXIST.,:CONSTUCTION) `` NEW ROOF 'CONST.f --EXIST. ROOF'tCONST. ";' e _ x,B'ROOF.RAFIERS-@ 16" o.c. (FIELD(VERIFY)' 2"'CDX PLYWOOD ROOF SHEATHING c ?' o r e• ASI HFlLT [ROOF SHINGLES X;, T5l.B.'FELT PAPER' • - ,'. � a 4 s-.. ,.. 2' � — 70".-RIDGE BIRD. . ,O _. N N._ F.I: R -I_S .EXISTING RAF'1-f2-----:.,-----'---------------------.__---_— / ) SMPSO r 2RFl E 1.�. 1 �'i•". - (FIECD VERIFY .. .. - T. : '- -' ) .._. ;.. �. ° -.,�._ . .,.� � -- - --� - --�� .� ----- -- -- ----- NEW2r'x6s gi6 oc.. a - • W EXIST: ATTIC � �' - _ W R38 BATT INSUL. - - - ' _- - ; ,.. T'.: i <.. A ,_ .> /,. - -.k. ,F i, ,. NEW`2z10 C' G JOISTS © t6 o c _ r (OR-COU L). v. .. ./r - --� .., (_ NE `1 12'; GWB'w/SKIM COAT PLASTER =-'=�--'- ''n- / ;, r:, -; \ .,. f _ - - • .s rT, .1y / I r - .• /. -. •• .• •T. PLATE ' NE 9 6C 's 16" s �! (./2" GYP:•BD. ON SOFFl1'.,__— ,., s -' � L•� ON tx STRAPPING @ 16 O.C. _. _ _- -- — ---- .. _ - • i x 3 STRAPPING © 16".,o c - � ---- _ .� .. VENT(FOR;INSULATION) /, ,. -;i --_ REMOC. C4— _ w :.a. KITCHEN' _ T q . -TJ . .ICE'AND WATER BARRIER MEMBRANE, -- / ...'��. Irl - - REMODELED - I.., 4" (VAULT .G.) �1 .(� ` - n I - ' ..- a, _W 10" COLUMN.: • I J'� E, . 'S. li _ a- CARRY UP 3'-0":FROM SAVE -;' - \v,3 NF < VING RM. - _ --- , rol R I __ w 2' 4. 1, �. I I ; .(VAULT CCG.) • a PT 6x6 POST- - n � •~ 'AL. DRIP EDGE:.. ------- - n m• i OVER ICE & WATER BARRIER NEW A7_EK i 3•-2" # - w FIRST FLOORr�, I I �DECKING t SUB-FLOUR _ ' AIUMIN. GUTTER _ I ___ _ :. t - -- -- - - _ E - w • _ . •k ---- -- -i� EXIST. JOISTS , EXIST. JOISTS - .. • --_• --- - -, BUILD-OUT I. T+2 x 6's ® 16" o.c - p EXIST. P.I.' JOISTS- O CORE-A-VENT ---- .-7 - - , , . : - _ , EXIST. FULL —� ------ - • z N .• N * 6X6 P.T.r POSTS—, _ 4 ix FRIEZE TRIM- BASEMENT (FIELD VERIFY). �• ,. --- -- - O 1z3 STRAPPING(FURRING BIRD.) ---- 4 EXIST. FULL � �, Q N _ _ _ '----EXIST: CONCRETE _ - r.. f a 04 #e. + BASEMENTFOUNDATION WALLS p" N Q \ SIDING -- ---— -- I C3-- I _ --- -- �^ `— 3 TYP.-.WALL ----- -------- ---I . , _. - SCALE -1_ c 2 1/8" = 1'-0" 12" DIA. SONOIUBES TO 4'-O"' BELOW GRADE EXIST.-- . CONC. FOOTINGS .. ;- - -_: DWG. NO.: NEW SAVE' DETAIL SCALE 1—1/2"--1—,_0, C2 _ : : J, cam, VOzdoW s p�z� 3� 0 n 0 8 on Y� _ E- 3 N W 1 x 8 "FLYING RAKE"' REV. NO. : �BOARDS W/1 x 4 DRiP & 1 x 4 SUB-RAKE - - DATE : . • 5 --EXIST. ASPHALT ROOF SHINGLE----�• y 5 - — .EXIST ASPHALT ROOF SHINGLE, L 1/19/2015 C3 ' C3 12 f 5 1/29/2015 . I2r_ t c 2/15/2015 .2 _-`, _ 2 —NOTE:FIELD VERIFY MULL.' .__._ - 111.. /�n z UNIT W WINDOW REP AND OWNER T.O. }?LATE NEW�1 x 8 FASCIA 99 1IV r� r - — - &FRIEZE BOAR u 1 -- --- F — 1 � ' � - - NEW CORN. ©RDS. z_ C345 DH345, DH34 7 /DH345 t - __— - --- ( H345 — To MATCH EXIST. U =J :FIRST FLOOR ... • • - � . .. -- -- - a a.f . �'- r W rK� <> —5 4x6 AZEK DECKING ,- *ti' ' y - -- RAILING ON P.T. DECK:FRAME j NN C.j -- NEW 1 2' x 6" "HARDI. ANK • - � � •. TO 6X6 P.T. POSTS °I 'O >. -;- L - CFM NT CLAPBOARD" SIDING U , , + TO THE WEATHER _ NEW 1/2" x,6., "HARD�LID CEMENT "CLAPBOARD" �222 4" 70 THE: WEATHER t ' \-12" OIA'SONOTUBFS TO 4'-0" BELOW'GRADE i Y{. G - .. �/ NEW�1z •x4 RAKE BIRDS. 6 E i + /1. NEW ix6/1x4 RAKE BROS. O. 5 127. . h. U C3 .h \ --- - - .. - NEW ASPHALT ROOF SHINGLE.: ..:. 12 — -- - — ,r 1 --� •-' .4' -- ""_ -- ram' C2 __ — �— -_ '- may- -- • C2 _ATE , w , T.O. PI NEW AZEK NEW tU" COLUMN _> ^ � Nn W. 1- F• BECK/RAIL DH34 DH345 n > �PT -POST N- I .. .w w i p. _.�..:..:'.__ SUB-FLOOR TFLOOR d" r Fif 64 ' 6 a - \ • ti =. ,F,CEMENT x 6., "HARDIP SIDING q. .. / T �•, cq . CEMENT' CLAPBOARD" CA �I r 4" TO THE WEATHER - - - SCALE < .. 'LE F 12" DIA. S NOTUBES 'DWG. NO.: a TO 4'-0" BELOW GRADE_ - +'1 C 3 e O • "�'-, ' -NEW ix6/ix4 RAKE BRDS. x + s - 0v ... w In c 3 x �Tjp 9W • J� - - '--- - o, SIMPSON dcAmpOQu�u1 -- --- - - -----`---- � !, \ u Z• M r• _ • 2 C 3-- _ --- NEW ASPHALT ROOF SHINGLE4 + � x REV. NO 3 C 2a4. / 2 I DATE _ I,222). I ------- - - i; i 9/2015 T.O. PLATE _ -- _ -- _ Of I o 0 -`� - I 1' 2/15/2015 1/29/2015 _ y: . - - ". _--- -- {�(��„(, ----- - -- - — I ---- i �I �:.:fir., f - -t .. � � \ r,. •-I' - ... EXIST!RAIL SYSTEM: _ ._ .-. .: . • ..°" .__..._.----� ---- -•---- _ - -- UDH345 - - - --- - - --- _- - - 4 r 000. Dt1345 DH345 r , •` (� Q- � Z�NSTRONG-TIE- BQz FIRST FLOOR I.I ..- � __ - -- - U - 'SUB-FLOOR _ - cn ' - - --- -- - -- _-- ----=- -- - .. " _+ x 8.LEDGER W/ 1/2" Q, cad9 � � �TACGERtDFLAS- BEHIND r - -a + w` y , • , ..._- ._.-- - c- • i `--NEW AZEK DL C KING - _ �. \ (/�' C2 + (FIELD VERIFY W/°OWNER) rM i" a� Q w O } - - NEW 1/2•' x 6" "HARDIPLANK t. . CEMF_NT "CLAPBOARD" .SIDING _ z � . 4" TO THE WEATHER ^O P . , T 2 x 8's 016' o.c. I . W NI. RAFTER ©'16" O.C. _ 1 IA.` N' 2' D „SO OTUBES _ ` P.T.:L•x.8 ' TO 4'-0 BELOW GRADE t^ -12 DIA: SONOTUaES L R r• - - �---o-- -- TO 4 0" BELOW GRADE ( I'GHT SIDE+. ELEVA [-ION - � ------ — — -- -- -' - ° °y H2.5`@.EA. "RAFTER C3� NEW DECK FRAME PL:A'N g , .;{ • . r , - - _ 0 Y - 't •s,r , a M R. 7 EXIST.'RIDGE 'SRD. - SIMPS0N STRONG-TIE y2.5' r - - .. • : -/ SCALE: N.T.S a . � _ •.w ��O/+—.�—�p - _ ._..'� O � lye - S� l Q 9<< NEW POSTS Z W ( ,3 NEW POST . ,• s .'�-------EXIST. ASPHALT ROOF SHINGLE—'- --► p� �? ;p- ,.,r �.,,,,;' _ ..!.�.: r.. „.h '...k '. .• 'r >. w .. .... ,� .� a `i• - F - - NEW GUTTER L0. PLATE - ----- ----- ------------. T-- - -- , t r Co -- — - - -a NEW 1, FASCIA I , -. -_. ._..;_._. __ I --•a- � FRIEZE BOARDS EXIST. .. . - C2 MT 36 TO MATCH H343i --- DH34 .C�\l --- NEW CORN. BIRDS. TO MATCH EXIST. © 16" O.C.Eh 0 00 m N W �\ ' r. Pit0. N (� � SUB�FLOORR - _ 1 i - `� - - �\ NEW ROOF FRAME PLAN -- R, NEW AZEK DECKING _ - - --- -- _ ,C�~ -SCALE : --- - __ _ _ (FIELD VERIFY WI;OWNER) -_ _._..�_ _----'-- - _ x I • _ , ' _ , ' �• DWG. NO.: -'NEW 1/2" x 6" "HARDIPLANK" + + CEMENT CLAPBOARD" SIDING REAR A R ��L E V A T I.O.N - 4' 'f0 'iHE WEATHER' ' PARCEL ID: CENTERVILLE 207/099 Z P m of LOCUS: C 46 WEST 2� TERRACE N PARCEL ID: � 1 207/.118 PARCEL ID: jlb AREA=.24 ACRES PARCEL ID: 207/117 207/119 0 or SEPTIC cpcP LOCUS MAP OWNERS: MAUREEN L. GRIFFIN & JANE M. LEARY, TRS r / \ PLAN REF: 140/33 / \ TITLE REF: 25958/1 �D // / \ PARCEL ID: MAP 207 PAR. 118 \ ZONING: "RC" 20-10-10 WIND EXP. "B" S. // FLOOD ZONE: "X" A COMMUNITY PANEL: 25001 DATED:07/16/14 CERTIFIED PLOT PLAN #46 (FOR ADDITION) EXISTING HOUSE /. / \ PROP.OSED`2ND FLOOR / r LOCATED AT: 46 WEST TERRACE U) ul w' / �s/ / CENTERVILLE, MA. UPOLE PREPARED 'FOR G/ BARNSTABLE // w / %�'� BUILDERS DECEMBER 16, 2014 F ID: OF PARCEL N N A \ / 1 S W G / / 207/120 �P� sqc \ / / / / a� EDWARDA. y°s C STONE �c0 'N o.2898 �. GRAPHIC SCALE E. A. S. / 20 o to zo ao 80 \ / SURVEY; INC. P.\ O729 SADWI NO H 1 MA. 02563 . ( IN FEET ) 1 inch = 20 ft. i; BUS:(508)888-3619 CELL:(508)527-3600 u SHEET 1 OF 1 J 1718 { f,11 EXISTING BUILDINGj (NEW ADDITION) �' 5 u: 82 ~ w NEW 8' CONCRETE FOUNDATION WALLS -__ -TYPICAL WALL lN ap N OC4 � 9 NEW 10° x 20" mdoQ - CONC. FOOTINGS I I I z �t=-W m 7d�U (KEYED) --- -- ------ EXIST. - -- P o�cr N�" I i REV.NO.:3 DATE : RILL &PIN NEW FOUNDATION I� I ALUMINUM FLASHING AND. I TO EXIST. FOUNDATION WALL I I ICE&WATER SHIELD 1/1'9/2015 0o 28171 I I TOP &BOTTOM - I I I 1/29/2015 N I i i i LAG BOLTS 2/15/2015 ° AND. I SOLID BLOCKING p I EXIST. FULL I I I LEDGER _ .1 F ro 28171 I MID-SPA -- I III BASEMENT .10 Q iv I I -�- I III - 1 2-OW P.T. .I o w W 2 z 8•s ®16 0. 1 1 io NOTE: SAW CUT EXIST..WALL =_7k-- CARRYING BEAM W <� I I AS REQUIRED FOR ACCESS TO NEW IVERIFY JOISTS SIZE & m 28�I I I I tO DRAWL SPACE - I (SPACING ON FRAMING PLAN Q 1 I 1 1 1 I I METAL Z N I I I I a I __ —FRAMING HANGER C/) ,H o i° I- -- -- -- * v I I DISTANCE VARIES ✓�� ��j C . Z z am - I ------ ---/.-_ —-—e �j Z 6"x6 .P T. POST N —__-- N 0 NOTCHED OUT FOR I 0 ~ N DRILL&PIN NEW FOUNDATION CARRYING BEAM X TO EXIST. FOUNDATION WALL ----- &BOLTED 'I I d W TOP &BOTTOM ----- tiq ° SIMPSON CB066 Q U 7 0" -- Li I POST BASE (NEW A ITION) i ° (TYPICAL) EXIST. FULL 4 FOOTING PER PLAN \(��I V f EXTEND 4'-0" O'd BASEMENT BELOW FINISHED GRADE W ' (TYPICAL) d :.q C� v a q OUNDATION WALL d d UP 5 1 TYPICAL DECK 0 SILL .DETAIL NEW ROOF CONST. - - - 2 x 8 ROOF RAFTERS ® 16' o.c. SCALE:1 1/2"=1 -0" EXISTING BUILDING I - 1 2" CDX PLYWOOD ROOF SHEATHING - A PHALT ROOF SHINGLES NEW ADDITION N D " PLAN - 1 LB. FELT PAPER EXIST. ROOF CONST. W - 2 - 10'• RIDGE BIRD. SI PSON H-2 RAFTER TIES (FIELD VERIFY) z z - - 0 W Q EXISTING RAFTER - - C2 (FIELD VERIFY) 5 EXIST. ATTIC C4 R38BAIT INSUL. �� \ -j EXIST. 2z10 CIG. JOISTS ®16 (ORo.a•, --' O (OR EQUAL) 1 2" GWB w SKIM COAT PLASTER � � 4. - / / �� T.O. PLATE __ �, N s_ T6" ON ix STRAPPING 016° O.C. - Q y - VENT(FOR INSULATION) - �� I�64 �J X �j � EXIST. G i _ -r'I / a(fr KITCHEN w L ICE AND WATER BARRIER MEMBRANE i 0 (VAULT CLG. NC/) CARRY UP X-O" FROM EAVE i NEW 10" COLUMN I I fcXL•t' EXIST. F�-"1 tt: LIVING RM. w (VAULT CLG.) I B PT 6x6 POST— AL. DRIP EDGE - I OVER ICE & WATER BARRIER / I I I k P.T. 2 x 8 LEDGER Wj 1/2" w w I NEW AZEK DIA, LAG BOLTS ®12 o.c. FIR TFLOOR I I DECKING STAGGERED, FLASH BEHIND ALUMIN. GUTTER _i_ _ I ___ EXIST. JOISTS EXIST. JOISTS .. BUILD-OUT T x 8's 0 16" 0.CA EXIST. P.T.'JOISTS CORE-A-VENT — —— d CV �. 6X6 P.T. POSTS 1 EXIST. FULL Z04 •• o 1x FRIEZE TRIM /. ' BASEMENT ti •..�,� (FIELD VERIFY) O d' 1x3 STRAPPING(FURRING BRD. 4 EXIST. FULL C4 I BASEMENT EXIST. CONCRETE (�o CV FOUNDATION WALLS SIDING C3 3 SCALE TYP. WALL r-� 1/4 1,-0„ PROVIDE 12" DIAM. SONG- L--� DWG.NO.: TUBE W BIGFOOT FOOTTNG(BF28) EX is T. FOR COLUMN SUPPORT ABOVE CONC. FOOTINGS 2 NEWEAVE DETAIL SECTION SCALE 1-1/2" = V-0" C2 9 oc, w Z� 9 45'-0"t W (NEW ADDITION) (EXIST. CONSTUCTION) pt Q o7 F a C � 9BM w=wwPwz Z . F- o " REV. NO.: 3 DATE: SIDING SEE ELEVATION 1/19/2015 $ 1/29/2015 "TYVEK" HOUSEWRAP l! m 2/15/2015 �I 1/2" COX PLYWOOD t 'I EXIST. DECK i —)e`:- �, NEW AZEK DECKING W I +�5 (FIELD VERIFY IN OWNER) R-13 BATT. INSUL (MATCH EXISTING) 1 w 6 MIL. POLY VAPOR BARRIER i i - I cf) U EX15T. 1/2" G.W.B. SH� --4--j 1 L------- -- Q t I REF 30" Q o EXIST. EXIST. U �i NEW BAT Op VAULT CLG.) I Q b F o BATH BEDROOM I RANIGE C%� 0 0 N a �° z15T. a O� od EXIST. W C4ESC ICAL WALL DETAIL - - F DININGQ p" "� `�ALE 1-1/2" = V-O" o +s� PULL DN.---- ?e+• F STAIR I p Be +9�• L_ .},� -------- EXIST. 12_t C.O------- *F= 1 ,` 4' ----------------------- �, o vVDH225G -------- ---------- k•F DN. Sp N cZi E N C� FAST FLAT CLNG. I W A.W ,. D" J WrlU (NEW ADDITION) EXISTING EXIST. V Z NOTE: B EXIST. LIVING cRM. I BEDROOM O ALL WINDOWS ARE TO BE C4 BEDROOM w Q JELD—WEN SERIES NO GRILLESyj 1 U (FIELD VERIFY W/ OWNER) EX15T. D(IST. 1 11 1 O Z w II I NEW D K . (NEW AZEK DyKING) GENERAL NOTES: I w �1 1I I � � LJ N. ;F 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK C3 j 2.) CONTRACTOR TO REMOVE EXISTING WALLS, DOORS AND WINDOWS ETC. AS 1 i 10'-1"I REQUIRED FOR NEW CONSTRUCTION. -- --� CU 3.) ALL NEW CONSTRUCTION TO MATCH EXISTING CONSTRUCTION 3 '_' - LJ LL-- - u IN MATERIAL, DETAIL, AND FINISH, C2 4.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 0 N FIRST FLOOR TO BE 6'-10" ABOVE SUBFLOOR �QV 5.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER APPLICABLE L1~ N to LOCAL CODES 45'-0"f EXIST. CONSTUCTION) 6.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, .A DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS SCALE SHALL BE BROUGHT TO THE ATTENTION OF THE.DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION 1/',1 "= 1-0" CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, 1 ERRORS,AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE R I TFLOOR PLAN DWG.NO.: BUILDING CONTRACTOR. 7.) CONTRACTOR IS TO DOUBLE ALL JACK & KING STUDS L E G E N D O EXISTING WALL CONSTRUCTON TO REMAIN .0 z ® NEW WALL CONSTRUCTION C=7 EXISTING WALL CONSTRUCTION TO BE REMOVED i PARCEL ID: CENTERVILLE 207/099 L y~ 1 x P N � F LOCUS: 4ZWE ti T N PARCEL ID: 6'� .207/1118 207/117' \1y' AREA'.24 ACRES 04. 207/119 'S SEPTIC LOCUS MAP OVINERMAUREEN L. GRIFFIN & JANE M. LEARY, 1RS \ PLAN REF: 140/33 tiy� •• �. / THEE REF: 25958/+ gyp, �- / / \\ PARCEL ID: MAP 207 PAR.118 / ZONING: 'RC'20-10-10 NAND EXP.V S. / IFLOOD ZONE: X' COMMUNITY PANEL:- 25001 OATED:07/16/14 °Foy �2�// CERTIFIED PLOT PLAN ' #46 / (FOR ADDITION) EXISTING HOUSE / / LOCATED AT: \ PROPOSED 2ND FLOOR / 46 WEST TERRACE ; CENTERVILLE, MA. UPa \\C1�1 f �' G / /� d- // PREPARED FOR //, BARNSTABLE w // �Q / �'�' BUILDERS DECEMBER 16,2014 PARCEL 10:V' or w G// 0/20 a r4ysa�y =y1s �A \'\ / / / / o� EOWARD 6� A. No 289E t GRAPHIC SCALE E.A.S. \\ / w io ao 4o eo SURVEY, INC. P.O. BOX 1729 \\ SANDWICH, MA. 02563 + ( IN FEET a 1 inch= 20 tt, BUS:(508)888-3619 CELL:(508)527-3600 SHEET 1 OF 1 J 1718 r I I I I ' I' a - General Moles CDO O IVIN BED O 39 x eo cn� EXIST. O 0KITCHEN t ' 10 0 0 NEW 0 BATHROOM EXIST. LIA BEDROOM j O c 1k' EXIST. e DINING '-61 -------- -IO' 13 EXIST. BEDROOM 12 �t EXIST. 10 IVIN KD EXIST. IVIN eED LIVING ROOM 9 39 x Bo c»I 39 x BD M BEDROOM � oucCN 8 bD x Bo 7 { • 5 4 NEW DECK I 3 2 REVISED l' I GRIGINATED y30� 1 Ia. Revannssue Dora I..aw•wr t t r 46 WEST TERRACE RANCH RENOVATION BLACK-EXISTING R RED-DEMOLITION 0022/14/2013 46-18 BLUE-ADDITION I �1 2'-2 Gerwal Wes WINDOWS SCHEDULE JELD WEN SLIDING PREMIUM VINYL V-4500-WHITE '-4 SINGLE -SLIDE; BLOCK FRAME 35.5' X 23.5' RIGHT HAND X 2 29.5' X 29.5' RIGHT HAND X 1 ' 29.5' X 29.5' LEFT HAND XI i 2'-3' 5'-2' 7 + -T 12' 6'-8 VIEW B VIEW B -2' 1'-5 ........... -8' "r 1 , 7,_8, 1 4,I4, AC DUCT 3 -10- 13 -- — --- ---- ----- ----- — 12 AC VIEW A II 3._6. q,_4, 10 REPLACED W/LARGER WINDOWJELD-WEN 35.5�DING X 23.5' ----- 1 OFFICE RAILING FACI 1TY q V-4500 SLIDING VINYL WINDOW STO GE CONCRETE OPENING 39.5' X 27.5' 8 I 5 1' 4 . ---- m 3 e• ' DEVISED IY/9e/1! { = ORIGINATED 18iotne = pa i 1=1— III,I �• n Dole NEW SLIDING NEW SLIDING rrrwwMwr wiNDows WINDOW AVEERCOOLING LLC o 0 8 FAIRBANKS STR. APT.2 BROOKLINE MA a ( 02446 1 2'-6' — BY S❑L FELDMAN, IE F1101 W��M -LL< LNU. — ( — .— .a —_ �' wyq w w Mrs {{ EE I FRAMING r FRAMING VIEW A 46 WEST I_�(I I E_1 I I I FROM VIEW FROM TERRACE — INSIDE INSIDE -6. JELD-WEN 35.5' X 23.5' V-4500 " BASEMENT -4" 3 SLIDING VINYL WINDOW Al�l� DIMENSIONS ARE RENOVATION CONCRETE OPENING 39.5' X 27.5' -5. t APPR❑XIMATE AND JELD-WEN 29.5' X 29.5' V-4500 1 sw SLIDING VINYL WINDOW f MUST BE VERIFIED BY „�,�„s 46—BC CONCRETE OP NING 7.5' X 33. C CONTRACTOR >«.