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2560 MAIN STREET
R6&°' ' 1714 i: :11' 141 . , . V. i , ............ .. . _ , , . . „,, , ,‘ .)° '''c''' . ,,, . ,, 1 f 1..t. , NI , ...,.,.,, ''.% . 41 4, ...., ,., . !,,, - , - ' • : .. *'%-szs- i ., ... , i , . , . ' 1 ' ,.,...) !' '• ; . . 't,l) .• ' ; r r a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 11 Map• o2 � Parcel � l� �-- �' _���; Or bA ° : TABLE 2� 'O��q 1 Application # 1,_ Health Division 24 .a. Date Issued g_3_ Conservation Division Application Fee 1 U V .00 Planning Dept. : Permit Fee 1(o -06 Date Definitive Plan Approved by Planning Board i b Historic - OKH Preservation/ Hyannis Project Street Address o2 5-G® d'��‘(_. SkCQQ.k Village 4-S 1x Owner (�-� Act � CLcit, t, `Q_dress c, Ca cr v_e +���( �' s J Address ' ) - A Telephone z02) 421 -Was C/0 o z �5 — e Permit Request vlic...y 6C K 2-4 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /50r 7 Construction Type � tFr i6-1'e Lot Size pi,s 2( Gei'•S 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: . es ❑ 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: U 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 09-No If yes, site plan review# Current Use Proposed Use 64 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A" 1 5 4C1 IBC Telephone Number S YS 4/2g3 �1 S Address 13€ o S1Q- 3A ter54-ik 5L License # CS 6 / 583 ( ?co Os-42‘\) ) Home Improvement Contractor# . 'D 2 1� ( i Email Co-S `�uo Cb eb cS1s ° �c"v`"‘ Worker's Compensation # (A �� E g l 31.0A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Tu via —V.—/S. SIGNATURE DATE • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. • ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE • ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F{ 3• I1 o*1HE ro Town of Barnstable ••,/.. �; ( Regulatory Services ` snxxsae.MASS. Thomas F.Geiler,Director fib, 1639. ,;,•� Building-Division lFD MA'I .....---- - To. ?eery,_-B_uildieg.Commissioner............... ... 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 .. Fax: 508-790-6230 Property Owner Must Complete and Sign This Section • If Using A Builder I, Douglass Mitchell ,as Owner of the subject property hereby authorize E.B Norris and Son,Inc. to act on my behalf, in all matters relative to work authorized bythis building permit application for: . 2560 Main Street, Barnstable, MA (Address of Job) • 6-23-15 Signature o er Date • Douglass Mitchell Print Name • Q:FORMS:OWNERPERMISSION Job TrusS truss Type Qty Ply • 41412.. , TO1 COMMON 32 1 - / Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.600 s Nov 25 2014 MiTek Industries,Inc.Thu Jul 23 14:09:40 2015 Page 1 AA 2 ID:23?w7gwxmiKKodV1ON7hkSyYsFs-tDNHzABoelu2zNrfc7hUjCgs 1 UVzOvNvGQcWvyvAWP r1-U-� 6-0-8 I 12-0-0 I 17-11-8 I 24-0-0 5-0-9 1-0-0 6-0-8 5-11-8 5-11-8 6-0-8 1-0-0 4x6 II Scale=1:51.3 8.00 riT E i N.s , 3x5 i 3x5 O 1.5x411 D F 1.5x4 If , 41 C Nopiti, G itiii6 Or I' , a B H I a .iAA^{ rl .. . y m . :f Tim__ - i� I' =� L K J -� 4x8 II 4x8 II 4x4= 4x6= 4x4= 8-1-2 8-1-2 I 7-0-0 I 17-0-0 I 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)-- [B:0-3-8,Edge],[H:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.38 J-L >744 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.65 J-L >435 180 TCDL 15.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 H n/a n/a BCLL 0.0 * Code IRC2009/TP12007 (Matrix) Weight:95 lb FT=1% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E'Except* TOP CHORD T1:2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. BOT CHORD 2x4 SPF 2100F 1.8E Permanent Structural wood sheathing directly applied or 3-0-14 oc purlins. WEBS 2x4 SPF No.2 BOT CHORD WEDGE Installation 1 Stabilizer(s)at 15-0-0(max)oc. Left:2x4 SPF No.2,Right:2x4 SPF No.2 Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=1640/0-5-8 (min.0-2-1),H=1640/0-5-8 (min.0-2-1) Max Horz B=-463(LC 5) Max UpliftB=-544(LC 7),H=544(LC 8) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2259/539,C-D=-2088/706,D-M=-1984/710,E-M=-1908/742,E-N=-1908/743, F-N=-1984/710,F-G=-2088/707,G-H=2259/539 BOT CHORD B-L=-356/1693,L-O=-118/1113,K-O=-118/1113,K-P=-118/1113,J-P=-118/1113, H-J=-271/1693 WEBS E-J=-382/999,G-J=-537/434,E-L=-382/999,C-L=-537/434 NOTES- 1)Wind:ASCE 7-05;120mph;TCDL=6.opsf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and H.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss truss Type Qty Ply 41412 f TO1GE GABLE 2 1 ,Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.600 s Nov 25 2014 MiTek Industries,Inc.Thu Jul 23 14:09:43 2015 Page 1 ID:23?w7gwxmiKKodV1ON7hkSyYsFs-Io2PbBDhwgGdggZEHFFBLrU0eue1AtXpbDeG7EyvAWM (1-(T-1-2 12-0-0 24-0-0 25-0-0 1-0-0 12-0-0 12-0-0 1-0-0 4x4= Scale=1:55.0 8.00 riT I • H �J 3x5 .141% 3x5 ,�s 4j� M • •. D C a -6b . ?0 „. I 4dIJ1.s •- ••-••-• 3x811 AB AA Z Y X W V U T S R 3x8II 5x6= 8-1-2 24-0-0 24-0-0 Plate Offsets(X,Y)-- (B:0-3-8,Edgej,[P:0-3-8,Edge],(X:0-3-0,0-3-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 Q n/r 120 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 Q n/r 120 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 P n/a n/a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix) Weight:119 lb FT=1 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2x4 SPF No.2,Right:2x4 SPF No.2 WEBS 1 Row at midpt I-W MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. - (Ib)- Max Horz B=-463(LC 5) Max Uplift All uplift 100 lb or less at joint(s)P,V except B=-178(LC 5),X=-103(LC 6), Y=-107(LC 8),Z=131(LC 7),AA=-174(LC 7),AB=-177(LC 7),U=-106(LC 7), T=-131(LC 8),S=-174(LC 8),R=-173(LC 8) Max Gray All reactions 250 lb or less at joint(s)B,P,Z,AA,AB,T,S,R except W=293(LC 8),X=345(LC 2),Y=279(LC 2),V=345(LC 3),U=279(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-426/298,C-D=-315/265,D-E=-236/256,H-1=-116/327,I-J=-116/327,O-P=-251/123 BOT CHORD B-AB=-80/261,AA-AB=-80/261,Z-AA=80/261,Y-Z=-80/261,X-Y=-80/261,W-X=-80/261, V-W=-80/261,U-V=-80/261,T-U=-80/261,S-T=-80/261,R-S=-80/261,P-R=-80/261 WEBS I-W=-269/0,H-X=-305/127,J-V=-305/120 NOTES- 1)Wind:ASCE 7-05;120mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B,P,X,Y,Z,AA,AB, V,U,T,S,and R.This connection is for uplift only and does not consider lateral forces. • 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 131 tiSeed ooidlittclhbreaks including heels"Member end fixity model was used in the analysis and design of this truss. o page • Job truss Truss Type Qty Ply • 4 • 41412 • T01GE GABLE 2 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA 7.600 s Nov 25 2014 MiTek Industries,Inc.Thu Jul 23 14:09:43 2015 Page 2 ID:23?w7gwxmiKKodV1ON7hkSyYsFs-Io2PbBDhwgGdggZEHFFBLrU0euelAtXpbDeG7EyvAWM NOTES- 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard • • r - - --w_. x ,. . vE I TA' tiV E I TA engineers Innovative Structural Engineering Rimas M.Veitas F.E. Linos J. Dahrila Y.E. Jack A.Wood P.E. July 10, 2015 Town of Barnstable Regulatory Services 200 Main Street Hyannis, MA 02601 Attn: Thomas Perry, Building Commissioner Re: Douglas Mitchell & Christine Welsh 2576 Main Street—Garage Barnstable, MA Dear Mr. Perry: Please be advised that Veitas& Veitas Engineers, Inc. designed and reviewed the structural beams and posts for the subject garage addition. The structural beams and posts are shown on a drawing dated July 10, 2015 prepared by Paul Worthington Design & Restoration, Inc. We used ground snow Pg=30 psf and wind speed V=I 15 mph (3 second gust)according to the requirements of the Massachusetts Code 81h Edition. If you should have any questions, please do not hesitate to call. y Sincerely, Wog Veitas& Veitas Engineers, Inc. � a CV PM � , o 8 °TBULTURAL 4 /', 4 ItiO 44028iI ' Rimas Veitas, P.E. `. x,}}- RP:Ir l I:1Front(Desk\AAClients\Paul Worthington\Douglas Mitchell&Christine Welsh Garage Structural Engineering •Building Science•Structural Inspections• Design/Build Veitas and Veitas.Engineers. Inc. i 639 Granite Street • Braintree, MA 02184•T: 781-843-2863 • F: 781.849-2065 • www.veitas.com i r �f r * c 2/3 O ` S 1f Town of Barnstable *Permit# Expires 6 months rom issue date r•Ioi, 11411 Regulatory Services Fee d e • BARNSrnsrE. • ,p� Richard V.Scali,Interim Director �i6 mid 4i Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY - I - - /� of Valid without Red X-Press Imprint Map/parcel Number 01l {/Property Address c2 s p(� `T E d 6 A W-Q c9 p •t ❑Residential Value of Work$ /i b S 0 -�Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address lG S S. �''(�` LL0_1k 136 J_G1 Q7 A( && && Contractor's Name E.i 006-it S Telephone Number U `i Home Improvement Contractor License#(if applicable) 10 ° �c Email: _L4�De . ()Lett 5.CotA_�j Construction Supervisor's License#(if applicable) CS ' O( 48sl A.-PHESb PERMIT Pfforkman's Compensation Insurance DEC 3 0 2013 Check one: . ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OF BARNSTABLE 41.I have Worker's Compensation Insurance Insurance Company Name kC.61 V Workman's Comp.Policy# 3 S 163 - Copy of Insurance Compliance Certificate must accompany each permit. • Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side G Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows J eti #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home ve nt Contract License&Construction Supervisors License is equired. SIGNATURE: T:\KEVIN_D\Building Changes\EXPRESS PERMIT\EXPRESS.doc Revised 061313 i ,..• 7.. '..• L'..' r."7:.-r/77----7-7 =--)-:'-i I !-• i---: tfn ,,,-,7,71•1 (-3,7;7 7D.:-...,-,,,,---,,-..-•„-,-1,,,,,_, - ........k r l'',.....,- .t.,,,..' %'•.•-1 k' k ••1 ••-•L, IL- , „(--->i:7----••li;;',\, /47' r'''•'-'%:•,'... l''.7•k• F':.-177 T. .,'--.';'.1.-''' fi, --....,•-,;-.— i,,-, j i -7:::: r , `..-:::i:,. -.,,E.1•- ,--<,,,',;•/ II'l:-.,- ,-C-I :II— y;---4---,'-- ____._,- 7., T , 2(0 71.t.,.-,-. .7,--,.--k• ”:"., - -,--, - -- ••- '•------, -,-...- • .1-• 1 op exf-‘-' -,_)------,-7-1 e-2k,-111_22,, s---, • 1 _‘. :._.=0-12,..„. i e L,-,-- ;:),----I cz!.. __..... -!-- ..J )7-- —.,..:_i_E, ,-,.!_ it 2_ .Li... IC_LF'-k- „„_.. .:".. • _rr. • '-.... • 7 (,) 1,-; 5 , 1-4 r-ficiii L,_ ,,, ---7-,.--'--.- -,,i --t-,--:,--; - . t"),.-7-.51-;an t.1,at..._,••,•- - ........--- ..,..---.. C W5 .. N • , 4.e, f,_,•nr-i-,-;--r; --, ,. . . . I Dat, : I . . . 1 i-tillt.._'-2. ati•- • • . . ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION : Map �56 Parcel 002I do) Application#p6Vj-�" �Lj Health Divisionik Conservation Division id-r''' Permit# 91- r Tax Collector Date Issued 0 ' Treasurer Application Fee ...--0. Planning Dept. Permit Fee / d,5. fa Date Definitive Plan:;: ion/Hyannis Project Street Address 1,560 CNN 5TQ, (erg. 6A- Village S'APA"TA- Owner pQV6L,A5 141tTC.wt;l. Address 0 ,; 1, $ 1,190& 0 0 b AVc,WOKL1tr�ll/t Telephone C'(, 0 e,- ..OoR.RIS Vc, 'o'31 NC- 115-O457 Permit Request .'Avvio G. to, x23' b G< ot 1%1 tifft 51DE OF ¶ _, to,p k) \t r Square feet: 1 st floor:existing 01 A proposed 01 A 2nd floor:existing J La- proposed /A Total new 0 C3 i _� C,. Zoning District s Fr- Flood Plain iL I A Groundwater Overlay 01 Project Valuation 4f,:41-t5( 6-) Construction Type 612 FM B © � Lot Size jit: i'_ AC265 Grandfathered: ❑Yes ,No If yes, attach supporting d cumentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) JJ Age of Existing Structure )i- K 0Dtou ti Historic House: il4 Yes ❑No On Old King's Highway: 14 Yes ❑No Basement Type: 0 Full ❑Crawl 0 Walkout Other NOS Basement Finished Area(sq.ft.) Pi/A Basement Unfinished Area(sq.ft) 10//t Number of Baths: Full:existing ilk PO new ►JOt,E" Half:existing 0 00, new 1\16 Number of Bedrooms: existing WOVE new 1.1,0W�G Total Room Count(not includingbaths):existingnew 0 First Floor Room Count OtsX ) O►JG Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ,G4 Other 001.3 Central Air: ❑Yes No Fireplaces: Existing 0 !A New tJ IA Existing wood/coal stove: ❑Yes 14No Detached garage:0 existing ❑new size f.3/A Pool:❑existing ❑new size 0IA Barn: existing ❑new size N/4 Attached garage:❑existing ❑new size 0 I A Shed:0 existing ❑new size NI /A Other: Zoning Board of Appeals Authorization ❑ Appeal# M 1 A Recorded❑ Commercial ❑Yes A No If yes, site plan review# _Current Use-1 4l IE 071-4 ,_, 4 1�) Proposed Use t1 OENlli 1,- DA BUILDER INFORMATION Name ,t > 0o1ZRV 9- 6o1J t 10G- Telephone Number 9 1.7 `045-7 Address 42 8 q 15,4 El" License# G S OV3 SM HYA U Id 1,61 MA Home Improvement Contractor# 102014- I Worker's Compensation# W CC 5-000613O1 9-o0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ibei SIGNATURE '''•,...e./.,,ga.01,7 '04,3. DATE i ; FOR OFFICIAL USE ONLY. 1 4 PERMIT NO. i • ' r DATE ISSUED MAP/PARCEL NO. , fi ADDRESS I VILLAGE. - OWNER - r DATE OF INSPECTION: f .. FOUNDATION Y a FRAME • $ INSULATION ' FIREPLACE n ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL ' . t FINAL BUILDING , E DATE CLOSED OUT ASSOCIATION PLAN NO. - , i RESIDENTIAL BUILDING PERMIT FEES • APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 N1,A Alterations/Renovations $50.00 0 J A Building Permit Amendment $25.00 N(& FEE VALUE WORKSAF,ET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= 1\11,A plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x .0041= N}1 A plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= 13( A ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf -75:00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= I,A. STAND ALONE PERMITS " Open Porch x$30.00= , gal A- (number) Deck 1 x$30.00= t 7d-0 0 (number) Fireplace/Chimney x$25.00=• N) 4 (number) Inground Swimming Pool $60.00 _ / Above Ground Swimming Pool $25.00 .. Relocation/Moving S150.00 )A (plus above if applicable) r Permit Fee t.Projcost -0 Rev:063004 09/28/2006 10:52 FAX I1002/003 09/26/2006 09:40 15087757677 EBNORRIS PAGE 02 4 Town of Barnstable 1.). ��� • SoB=�15 7br] Regulatory Services Thomas F.Geiler,Director. Building Division Tom Perry, Building Commissioner ' 200 Main Street, Hyaame,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i MUCtl.A5 . I-A I1GtiELL, as Owner of ' �j l y the subject property hereby authorize �i'IZ 4K1 �1. ry O Z ) 5. i 4J • to act on ray behalf, in all:naattess relative to work authorized by this building permit application fox: a5Io MAN ' c i (gi'. 6A) (Address of Job) _ r. 2 1 oo (0 Signature of er Date • Pert) C • Prr-t-t-t.u.t. Print Name • • womsowreaumammoil , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t Map b' Parcel eM 2. e 47---- Application# 'OOt'35-1,3 1 Health Division Conservation Division c I 2-4/0& Permit# Tax Collector Date Issued /e//a /a 6 A Treasurer AApplication Fee ,°° Planning Dept. Permit Fer�-� 0-7 Date Definitive Plan Approved by Planning Board 44- 6 b yfi//41-e4P-feservation/Hyannis Historic-OKH - ' J Project Street Address 2 F'b D ,,24,4 LA1 3 r l • ' ' a 4) Village Owner De d61.445 ,i/z'LL/ Address . 0 --- Telephone aD L� AJ® S ,' Luc �7$®57 Permit Req ester G 0 � f�/ c / / ,� . I % /- , ' /Co 71fr-ice hot.0.444.7y Ae.s/9 /- /Z id/a-ofid. ,,eretio. . Square feet: 1st floor:existing A, /' proposed Af/A— 2nd floor:existing /i,//?-- proposed ZIA-- Total new ,e) Zoning District Flood Plain ,1/A- Groundwater Overlay Fir A Project Valuation l& Di Construction Type Ail> tw..4-4./e"" Lot Size 17. 41 A-CAC Grandfathered: ❑Yes ,iNo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) ,et-/fV1 Age of Existing Structure Historic House: Yes ❑ No On Old King's Highway:,Yes ❑No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other_4 �y� Basement Finished Area(sq.ft.) 4 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 28 new,4 le Half:existing new f41. - Number of Bedrooms: existing Ael new Total Room Count(not including baths):existing ne v,4t41 _ First Floor Room Count l UZ Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing ,® New .0 Existing wood/coal stove: ❑Yes X\lo Detached garage:❑existing ❑new size 6' Pool:0 existing ❑new size i Barn: /(existing ❑new size Attached garage:❑existing ❑new size .,9 Shed:0 existing ❑new size ., Other: rso Zoning Board of Appeals Authorization ❑ Appeal# /6 . Recorded❑ . f ` Commercial ❑Y AiNo I yes, site plan view# Current Use bd': roposed Use I BUILDER INFORMATION I Name e,3 AJ� ' /S' ' 1- 9,;t1 /Pc_ . Telephone Number 9'f 75- t'`54.�7 Address -MS 0 --S'`' License# G tP 7 5- 667 l �.Vds Home Improvement Contractor# /0021,/ Worker's Compensation#\ C 90606701. ' 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO (er /.,s SIGNATURE DATE ,F -M1 FOR OFFICIAL USE ONLY 'rr : • • ? PERMIT NO. - / � -iJ 1 DATE ISSUED /, MAP/PARCEL NO. 1 1 1 / / 1 ' n t ADDRESS • - VILLAGE 1 / 11 s 1 OWNER ' - I 1 ' /•/ - 1 // :.? ' I 1 ! + ! 1 r / —DATE OF INSPECTION: + ; ' r FOUNDATION O• 7/t OZ 1 .. `ii'� i ,/, FRAME —, INSULATION ! ' I w } FIREPLACE ' I I I 1 . s ELECTRICAL: ROUGH FINAL r 1 3 I 1 PLUMBING: ROUGH FINAL t ' I , GAS: _ROUGH FINAL , , FINAL BUILDING . 1 s 1 ' t I i I DATE CLOSED OUT : _ t ) ) ' ASSOCIATION PLAN NO. i ! I f 1 1 1 09/28/2006 10:30 FAX a 002/003 09/28/2006 09:40 15087757877 EBNDRRIS PAGE 02 • • Town of Barnstable Vf7 M. 'FAX fr. 508-175 78� 4. , Regulatory Services as�►es Thomas F.Geller,Director' '''� . . Building Division Tom Perry, Bulldog Commissioner 200 Man street, Hyannis,MA 02601 • Office: 508-862.4038 Fax: 508-190-6230 • • Property Owner Must Complete and Sign This Section If Using A Builder i ThUA 5 S • I'I'G Lk_, ,9s own er of the subject property hereby authorize a41 1 ti. oiztz $`SAL l ua• to act on my behalf, in all matters relative to work authorized by this building permit application For: a560 J i i ( G• 6A) • (Addr ess ess of Job) &gnat-Lire of err Date J Dint)C1144"S • Tt-tteZC. Print Name • QIC RMS: N Assessor's map and lot unln ber Z---/ -,-. 11 .,...-"*.*•-•,.^....V•,-.---,,-,,,,,,,--..,..--..--.....-,,,,,,,,,...-..---,-•,----..--- O te('-. 146° 7 '. ‘-'.- iS— 7 LS--- • — . ' (t9 SEPTLC GYSTEN OMIT BE Sewage Permit number /6 9 INSTALLED 1-1i comPuottoct 'WITA ARTICLE'11 STATE SAM MARV,C,0:1- , ,,lb ., •' , o•Ili E 7.0,. TOWN OF NI ir. V • 'r 441 SI) : gli 1 BARN STL;LE, I . • BUILDING INSPECTOR ' . APPLICATION FOR PERMIT TO .1 . ...,12 .3E.Z., 4 . - TYPE OF CONSTRUCTION ,-; eel anD - ---ie--4/11L--- ...- , 3-ei 494- 19 91 ,..., TO THE INSPECTOR OF BUILDINGS: . The undersigned hereby applies for a permit according to the following information: Location CTI-F 6,9 '- B44./.0 S77-191 Proposed Use --) Zoning District Fire District Name of Owner ..N1.4(/PES 11.1/7Fhit--&-„:4.4.- Address 84/Z-RdW7:4-Al- --- Name of Builder it/A-Pkc 04511_ 370e , Address led, 41•4t) /11"-S. Name of Architect i°0 f()C-- Address Number of Rooms et' Foundation E)(5.L. T. /106— .. Exterior aloat) ,ZiLiive-e_ c Roofing 4E/P,Otri-- Floors Pi/U ' Interior 1L WALL -- Heating 404/2-PM .n/..a-- Plumbing Fireplace /00 04) ..r- Approximate Cost Definitive Plan Approved by Planning Board 19 . Area ig AEA- cad'. od Diagram of Lot and Building with Dimensions Fee /----- SUBJECT TO APPROVAL OF BOARD OF HEALTH C/:jt'f..---S- 1 71r11.1r-C 0 li 1 . - • .... - . I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. * P,Name , A _ _ 4 ,--g--0-0 "-- , -0/4,t ,iiii Lkc-- Mitchell, James ' .. 17753 remodel barn No Permit for • to dwelling off Route 6A Location Barnstable , . • - . „ .. . . . ... . James Mithcell ;.-. Owner - • - _ ,- •% - frame Type of Construction . • . . ...-' .. . ,,. .. Plot Lot - ,,7 -- 4 .• Permit Granted June 18 19 75 - . - jDate of Inspection /. -71‘ a-ite 19 . .. 4, Date Completed <S"-./..5/26 19 .,.? . . . '4 w, PERMIT REFUSED . , -19 , . . . . . . , . . i . . . , . . / - • . . . . 4 . . ' . .. . • t • , *:( . Approved 19 . ,,. . . , / \ j1 V �\ 1 I ' \ I I '-****.\\\ • c \ / Y \ \ ( / \\ \\ II \ \ - \ I I _ I \ \ \ \ ' \ EXIST 1` \ \\ \ DWELL. WETLAND �� \ \ \ \\ i \ \ \ \ \\ \ \ \ \ /' \\\\ `N N ' / \ \\ \ I L . O K w \\ \\ O . \ \ , \ \ �VQ kg ...... , r................ .--- \ \_. i ..... „ , �" ,i _. ,, .) 1 -- _ _ _ \ \ cam, - to ,---- ,,,,, + + + _.,. .,, \ \ {v. PROP. WORK L/M/T LINE ` . . . . + + + " ". _ \ \ (® 100' OFF f4£1LAND) `� ` / -- -- — -- O�pj1�7yAY " �� -_ , — 0 Jr at,0 504.45 cn -„-,,. PLOT PLAN ', FOR ___-- 2560 MAIN STREET off 508-362-4541 �_ ---""� 1LROAD TRACKS jfax 0 CNTER'LINE • .-/S f� B AR N STAB LE we cope e8¶, 688 neeiing inc. _.--- -'�"" +�`�p�SN OF AtASsgc PREPARED FOR civil engineers ��• 0 ARNE '5& land surveyors -� scale:1 40 D OU GLAS M I TCH ELL 939 Moir► Street ( Rte 6A) NOJA __ YARMOI/THPORT MA 02675 _/ \�, °o —� I I. �0 ��/ ,.��__■__.. 8C C H R I S TI N E WELSH � F. - �/` / / 0 20 40 60 80 100 FEET qNo "v •%' OCTOBER 18, 2015 94-045 ARNE H.. OJA •�--;--r' DATE f> . , • C7 Barnstable \ Harbor t I I ' t CI) -.. I e Ro�� I i', Bq I RAILROAD I tH-I ,,• 1 I 1 I 1 ' ' -----11_____,-.---;_7' r//'/1/77////7:17---,,--,-;:,,,,,-.....y.-/, - __..- „,...›., -;_____--z-____—_________-:. ----________,...----- ....„ \ (ri-_____--/ y 11 C__% 'ii,1I`II '/, ; ;; /i%i/; . ; '/ \I _� \\ \�y\ ! LOCUS MAP ,...Z... .X \ \ ' 11''' . I j ( ( ( .0 i /,./ < �\ / ) SCALE i =2000't J-� \ \ �. \\\ \ \� \, \ C f "J •'1 ASSESSORS MAP 258 PARCEL 2-1 & 2-2 i �, \ \ \ ,/ J , ,f I SSESSO S IS' \ \ \••\\\ _--�/ /. %\�. \�\,,\ \\\\\ � `, ,` .• \1-:\\\\ \ /%f ✓ 's.x (v PROP. BARN IS WITHIN FEMA FLOOD ZONE X \\\,N9'91H ''::: \ to.e- o.er \ so.o • T>2:N---------1 71 1 ' \\\ '' \'''\\\ j. . . ,,,:: • \• Vv 1 va,-il-11-1T-171 \1 . 1 / / ,///;\ �IJ / /, i , I ; , \,; �,, 4'6. v 1 1\V l I( //; / i, \\\ I �� �'%//�`�\,-- O ZONING SUMMARY / / 71 61.a N. \ 1 I ;l� // \ ;j\'\`�\ / � \\t l II t\/ / 1 \ ZONING DISTRICT: RF-2 DISTRICT \, I I i� .I I l� \//\j\k \\\\ \ \\ MIN. FRONT SETBACK 30 1 ' t it 1(1 / (\ \ \ \.N `/ i £K1SL MIN. SIDE SETBACK 15' N. \ 1 %%/.' /\/� \ \ \'�\\\ \\\-- i \ ; \, OUEZL. et.. 7 1.3) MIN. REAR SETBACK 15 N£RAND .-\ I \)\ \ \\\-\\\\ \\/ /\: \\\ , N ' ''. \ \\�1 %9 Gm / • , \/ 2 \\ \\ \ I 1 ` I 1 50 :�-•-- ,\ \ \\� ��-----� � \\ eo. \\" "4 ,,,,-_-_,-__-_-:_-______-.:._._1-"/'-- \/\\ 1' tt\\\\\\. '-��\\\\`_q4 -\\\ \\\\ \ \` 5 \ /q \/7 • 7' %--_�� \, \: \) �� L \ 3 ��� \ \\\\� \\\ \ \ \ ' /�' i /��i\i\j�j j_• ��_\J6, j V 1, '\F\33� •3T.SQ\\\2\ \ \�-•f� \\ I\p1 ti ���V` \�\\\ \ \`�/ �.'%/,/\\'� / / ii / / W ,,,,„,' ____3 ' , T"- / /'-,L.L /,/ 1 f l' �`�\ \\• /•'' �\ J //�/ '\j\ 7 / /PROP. WORK LIMIT UN£� Sj• 66x?„,.a -- / -%-r 'T,1:39.3���1_,, \\-\ \ j/ (�///// f% .; / / (®100'OfF N£RAND) `( 3f.0' �`%.% -' TOR/D£WA �•. \� '1 f 'I( / \ \ S / f / 1 - � sat.as 64,- <�,77-27-L AS: __ _ . J j ( fI / l � \ ... _ ,atarr a/er Aw�r/ 4.0 J f 1 I � ' I�\\ / / j \_---'„. 1,�=--'1.. it/ /�J, \/ / —— ----- ‘ ,/ )I 1 \\ —_- ,%/; / t '--._ .33.32.- 's' •!� /RE-GRADING-:;_- - '��� -- �� \\\''''''\ I �` \` �'--- / i�3Z124 / /o���P170P �\ \ j/ "� TR \// �— ENTER LINE RAILROAD I SITE PLAN OF 2560 MAIN STREET 0 OF MASS BARNSTABLE �c' ,,� SHOWING PROPOSED BARN a DANIEL cN 1A. '=N b OJALA off.508-362-454t No.40980„ PREPARED FOR fox 508-362-9880 �H OF Mqy. 'Op < downccpe.com o /�`'' a ��: ,4'0suR°2. DOUG MITCHELL & CHRISTINE WELSH i �o DANIEL ENO ss5 rs.- down cape engineering,inc. O OJT N ' No.40960 i 1 \ -2o-,17 APRIL 20, 2015 civil engineers ., , f land surveyors \°FFS5 'a,- 939 Main Street ( Rte 6A) A' sUHvo°� / y•�_I! Scale:'I 40' YARMOUTHPORT MA 02675 — 94-045 DANIEL A. OJALA, P.L.S. DATE 0 20 40 60 60 too FEET • _ WOOD CONSTRUCTION ON NOTES 6. All roof sheathing shall h•S(gRywood/OSB see additional roof __ I. All lumber used shall conform M the bllowing: Nailing notes. - - -- - -- -I a---y ttv.HFA.t.'�R a 2K6 vet o 2^6 sv2- �u"o.C. -_ a Manufactured RoofLumber See additional note on trues design 7. Nailing Pa for Wad ShealNnq,: 1 II t h Laminated Veneer I.umber(1-VL)shall have an allowable band) Red gel 11.111 nails a'at eel ea and Il at Interior. Typical Roof Construction ^g Shear Wall Schedule I I Neese 1 MO ask anolkowable shear stress of 2R5pL,and a modulus of Floor ad(.131)nails V'at gee and 12"In field_ elasticity of 1.9 X 10,peu 0. At all interior load bearing walls and W noel-load bearing wadi,over in I c. Parallams Plus PSL WNmoni eel with properties for service level height Ida one row wood bleddng at told-height of studs. 19/32'APA Rated(20/40)Exposure 1 OSB w/edge clips placed Syy_]. 2X6 studs @ 16'O.C.with 7/]6'plywood/058,outside face only, J Weyerhaeaer GblR4.E.I,Zf16.IXlD pd FD=1310pa1 9. All cal futmlws in rotted with m woad shall be hot-dip perpendicular to supporting members nailed with Bd rim shank nails r b d. Stud"-No.1/No2 or better galvanised lw mechanically deposited eine-coded fee enws.Hondlp PerPe' DW B B blocked at seams,nailed with Bd nails 4'O.C.at edges and 8d nails 6' l an ised fasteners should meet ASTM A153 with2 ea of sine meting par at 4'O.C.edge nailing and 8'O.C.field nailing to supporting members. O.C.In field. _ N ' e. IasN and Rakers-Nal/Nn2 m bettor.Slmpsom H2.5 hurricane Nee on min.Mechanical) deposited tine-coated fasteners shall meet ASTM B695 - i • all new slim 1 I Each panel shall have 1/8'gap all around, to I I. Beams and Girders•-No.1 m better Class 55 or great OR shall be Type 3M and 316 Stairlleo Steel Products. 5W 2 {.I R. All pm. re bawled wad shall be SYP 12 re better and treated with 10. Frees e:and connectors Used together should be of the sane type.(e.g.hoe blocked at seams nailed with nails 6 O C at g and Infield I{¢l�l{I ACPC or ACO.preservative. di nails with hodip Mist hangers) ' - w"therl mberahall be��pion AO mechanical protection Na�menm sh�wcodanall be eel contact with ._._.__...-. __.. .. _.__.._.___..- -,--- __. . blocks at seam,nailed with pails 6' .C.at edges only. ; k h. All otherEeersllellbe, firnslnllonvs:Fb.W 11. A meeting J 2. Wadi-)cost-NA the Pr wood by three layer of 15.Ibhfl paper. 3. All meld straps shall conform to the Tross Rate Institute. _..-_.-__.____-._.._--_.__-___..�_-_._..__._... _._.._. Note:This is designed In accordance with the 2009!RC.and the B"Edition _--. ...__.............. X ' V a. All wood thanIn contact baiwithts O.C.Concrete/Stone shall be Pr. P+Aeci 5. All new Attachment walls arei 2X6 to foundations O.C.Shear walls,see notes. TheMassachusetts w lewi s Cede Amendments dthebodemind MRspec 51.00. N A Attachment to new concrete foundations m be with The ground snow load is 30 PSF and the basic wind speed(3 SE Cord.Gust)Is 115 MPH. 5/e'dia.i•baits aw'O.C.max. .__. ..__ .. .... .____. _... _....._._- 'IN, g"wL % 3- 'o(I7,s'LVL 3-dA"w-n"/d Lv y-�" / ti+ T- v ° 71Rw1Teerun AL Dupe +��, e'f5S Jt f9 7 • .c PRA LT L/INOLGB ',., 'it 35 '1s) eJ5 074 S9 ' IL: pUlNOrxerven Ryas TRvSSere \ c :'T BomChordDad5F d ENOS P'sL.1,7'I. :N. II i11 plttlTr.D Twr✓1 I Total 46 PSF N :IT 1 ; .1 _ . L. . 1 I CI�I i__ t_� I l 3 , 1 i , 'I I -1_ �_. •-- -'--. ._.:.0 l �___- IDA1re-ClDAO- I I I . 1 _ I I fr _. 1 .- j- '- -_ 9HNGit-S 5"-E;IP -- -� I . ._—. 1— - I I --- �--� - i I .--N62R:-5+cTeR!OR wA LLS TO 2e -- y... I-._. ._ _ GON'q EGTP ID ETZVN D/s TlOu �ITht .... _. I II' - I -- - aa64 ALL Tyi'"" 41)"DIA. .l Ro°5(iSALv ANIz.GP) -Wj0,C. PI.X I I I ' . '2'-7Y5-Ca.r. 16-0• I 1 Ve4 Per-'tTP /o"ryP 1 '1 (3) Ibalie 1'ii FISlo LASS&W.RwRS I I C .'Wk{glG-FAA 1/Wi RBdo six SI AeI LA fL I_1 r -°4 O To'- I N �LEVGeTION O ram-pGr ION t" '-O" • Vr'r I'-o" . I [Ix/ICA-MS 1..1:G&101J tit. Flout,Dowel ' HAD'}-==S D 5-Z,S_CY11./SOA)- i mrrw,-2-75:-- I' _. Iq'-pn 14-Os 1 • -- ' 1---- — ---- . 'r .. .... __ - _ ._ _. _ _ ._ ._ ._. ._ .._ _ ._ I _ .. _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ - _ _ ._ _ _ _ - _ _ _ _ - __ I = -�tO 8yjpy VENTS 9 \ I I I i' 1 I 11 I �� U H f1U H IIII • II I , i.0 1 I _I ^; \1. DN. . (' \�__ I `� ...di -- .. •1 .. ..._. 1 _. 1 1 -� I I v J f - all w v .t 1 • . _ . ._.__ I I I T I I Submittal Plans for Approval by: Old King's Highway Historical District Committee •• i! I I I •1 I. _.__ I..I 1 111111...1 Y! PROPOSED GARAGE OUTBUILDING • - J _ I I I •NEw �j AN '& - a,, .FSFLOo2-UNFINJ'ISHED wAwr, I I I Douglas Mitchell&Christine Welsh 1 I 1 } ._.._._.._. 2560 Main St..RT 6A I I �ti N. • I I ' I I Barnstable,Massachusetts • t.-- .. ._ _ _ _. ' - _ _ _ _ _ 1;T 1 _ - _ _ _ _ _ rI I• 1 * . SHEET II I - 1-I - I I 1 r - -�I- - _I,.r -11 - -I.�-__I I 1 I I I I•I I FLOOR PLAN .i I.I I'I I I I I I I I SECTION&ELEVATIONS • __ I I I I I.1 Iil I'I I I _ 1 I • , 1 II /// 1 I I ROOF FRAMING PLAN y�y- O I^J.Sr F I- WC-�+ r_._: o-IV II�"1.,/I-NEPor VS 1— �. _1" � ——— . T/lo/ts General Project Description i O Construct garage outbuilding to house antique cars and fans vehicles. Ise Concrete frost walla on 24-W X Ir D footings slab floor. L. C. O" 15._O�_.__.. ._. . _. T v''n,_.y -_ 1G - o•' 1, �'-O: l IG'- O" I. G -O ... I 2X6 Wad home arvtHnn with manufactured mderv.w..Unfinished interior. I __66'-O" T 3-16'WX7'H Fiberglass overhead doom-Wayne Dalton Warm.Eq. _.._._- ..... 36"held-Wen"Fbedast EC'9-Iile entry darts 4F7AMFCS on ends r 2: _.F1-GL:2'_- - IJ 5.32'X SC R.O.6/6 Dsblehung Windows-field•Wm Builders Vinyl MDH3254 Natural White Cedar Siding.5"cep.and whale pointed trim. Anhltetuml Grade-Asphalt Shingle Roof Cenalnted Landmark Premium of Eq. r • f R • - i 1 RUTHANNE ALLEN ' • S39 31'12 E CERT. 123046 A HENRY& RIZABETH BLAIR 1 i:88' ' CERT. 113669 S p-3� r E S35 4i''48 E S 387124'E 28f.57' ^,� �• yti S 24 78 �3289' S 36 34 30'E 136 46' �� 179.92' 7• /2576 N STREET 1 M DEG 929' 3 55114'42 Ela Q I N38 47'39"w 30.45' S 397737" E I ` STOW£ o, In S 34:33'12-E 16a08' 110.98' 13.00' PA`10 Poor E��EIAENT h PROPOSED �1 o r--''°°� 1 TO CD Lot 1 ' SCREEN HOUSE ' Ara 0, Area=223.824t Sq. Ft. ADDITION N 387124" W N rg3 sx�m 4-I0152'V� i 10 1 70 tgl ® _ ^ � . '" 5.14 Acres % i lozoe' o 9S2 w 8za� o N (4.85t AC. UPLAND) k. f (0..„---t41. .29± AC. WETLAND) o 4 tO I z o /2�MAIN ST,�T N/5t I ,..G... V .. . -gtyrE� .,- ea a 1 Got,. ,s i.III -,...: , .5,& . ‘tit 1, , , _ '_, �, sID e4 $ ;' in s��� ''� { Lot 2 'PROposEp 1. 1 w tk Q 1/4 Cr N Limit �+ '�` I c h �- •�f e"�.. eta �- N297�' ` N DECK i0X�3I35. /. 4V 3y 2s{Y 287rs2 w 0�2 -a 50' 0,' 74.42' .`. N S O° — 92.96' ,, 1.55. 15 \ la =�` ‹s° ` �-'o-a v N38175'19"W N41 33' .1.7 `�?.� g 51, yV ` ti .• y\_... 2� kln y 4u- Lot 4 ?- �B 31. of 3 sU yool ��'' Q to�i 1 a a 3U+ ,t1►� -56 "�i 1 S 377152"E •., �` _�� ,�'` Marsh Lot " Ai- ,") ; 8545 yLi ,�S �36 P '(�t Barnstable ZONING SUMMARY 10 Scab«1•=80' o Harbor ZONING DISTRICT RF-1 RESIDENTIAL DISTRICT 0 40 80 120 160 200 FEET MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' PROPOSED PLOT PLAN / \ MIN. LOT WIDTH125' �`tN OFMis,, � MIN. FRONT SETBACK 30' I o;•� ARNE 9, MIN. SIDE SETBACK 15' H. �, FOR MIN. REAR SETBACK 15' j OJALA y SCREEN HOUSE R � No.26348 S ADDITION R.I -OAD 1I W — , / o I ZONING DISTRICT RF-2 RESIDENTIAL DISTRICT -A/' ,`°` \,o`er `IE. c" or IN • o>> MIN. LOT SIZE 43,560 S.F. 1 I, IN BARNSTABLE, MA ,,...Az MIN. LOT FRONTAGE 20 off 508-362-4541 o= , fax 508-362-9880 PREPARED FOR (OWNER/APPUCANT) k N MIN. LOT WIDTH 150' down cape engineering, inc. LOCUS MAP MIN FRONT SETBACK 30 . SIDE SETBAC DOUGLAS K, s CIVIL ENGINEERS G S S. MITCHELL 1 MIN. REAR SETBACK 15' LAND SURVEYORS ASSESSORS MAP 258 PARCELS 2-1 & 2-2 gag main st, yarmont ort, ma 02675 DATE: March 9, 2005 DCE # t i i • °Ae�11�►. e .1�''11II�I11�,1i1.11111.. O .. - q ulnr /ilmuAH■ulnulumm, b f. 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