Loading...
HomeMy WebLinkAbout0040 KEVENEY LANE i. 16:7 ,;..,,,iivc- .,.:: .': ,, . - , .C# r r ' 1 r r I },K r 1 ra 0'i +�( a,rr ;•11:,,f1� ra 9 f' t '"a `r'iyy rn q a 1,-4. +' r }yw .. . '1, ., ,'yr 11 'r' - r. c"it t r ,,'`.i or ,0 t Y' F4," ;r''7 � t,,1„1,� x J..l ifytl r re: .• ! yx. 9r t tr,r/r ,r, r!r,, .•.',, •J ../,i 7 to r x rn 'F ,A q. • .)f. �r; 't a , i , f �, ,, n ., . 'p' "IV,. , ;r" L, L Fw [ . ± - ......, ... ..�•;,d _,.', _ .:k ,,� - x f� r ,r o- r,,,;�x n�41 >Y -� - r. :'.�1' '1` ; I+ 1t>� , , r } ,.� t ,' 1 r r-, t i�" �,, [J �"� {1 a r �'. l .t k'�r' �) s. r=�+`� _ . . e ft,d �4 �r � �') r'j� r ,- ✓e �� � �, rrPt .tii. x.i . ' ._ t h + 7 r o yy 1 , l t `� �.{ r "'�� d Y'J� #��'�, � � Ia' Kra 1 r# 2� x i/".. r .,r r� ,I f .y K., yr y . ppII��4 " :ar Y • .F/ .. -- - - '4'4, G •�''i ' '`A t rfib `r y"tIt.t.i, U'fyde t 'x'1 V r t •}} ♦+r,rr 9 - - _ ( r. ' s \ k' Y •{r 1 k N'1y 7 ,1 ' r'�' y .j ''' t •1 v!i r .1 i.y t{ qt 3•f.:f�f "l)- tr• t r 7, -:.'�riia..,.�i' 7.. ,.< J.. G • 1 _ _ ..'. .,-cc d C'( fir- tit - - - i.� '�'> 4Ysk.t,. . t._,d�iEt� z".,•tsa, .r.,.. ,,,� .,_. u::.- , � .- � : :. .. .. .,- ., ..., ... - ..... .,. .k -- ,. es ,< t ;�+, .... _., d1 .4ge4R-O - sc -01130134e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map35-- Parcel Oli( . iti,04-(Application #s©t , 3 7 Health Division Date Issued WA l Conservation Division 0 Application Fee &S' "bellAD Planning Dept. Permit Fee tik . -3G1 . 7 d Date Definitive Plan Approved by Planning Board 3-04 -4 3 Historic - OKH Preservation / Hyannis Project Street Address T O KEVEN / L>NG— Village ram'. 1�=�ii 1 Owner 5 7- LC- 7 ) 1 7-3-1- Address VO e-EVElkietf Lwq V� Telephone `s7)5-- 3 75 O '/ � 14 CLAI 2119 " c . �i' Z-13— Permit Request cows-nu._C./�' Z, x 22 r D 7-7 t1Ei) 67 7 7 Orv` I S 77 Af 6— 5 D srr Wr9ZL rf/V79 417 L D -Y 16 i S Il kr& &A"✓1ACo"& — Trtere &6 A/0 U7 1 LI T7&S 1- Square feet: 1st floor: existing 628proposed S23, 2nd floor: existing C proposed y2-0 Total new 9'lb ' -.3 Zoning District Flood Plain Groundwater Overlay "- . Project Valuation 5'2-) two Construction Type WO' f i..k i Lot Size 3 O , -7 S 0 Grandfathered: ❑Yes CLNo If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(# units) Age of Existing Structure 3 Z— Historic House: ❑Yes CIICNo On Old King's Highway:,Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other S+ Wt P- C.> 1 5 L-►4'►3 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) -7 Number of Baths: Full: existing new a Half: existing new Number of Bedrooms: — existingt new Total Room Count (not including baths): existing new First Floor om Coigt d A Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other N--A- F Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑`Yes ❑ No 2,y 1c Z`'Z — Detached garage: ❑ existing anew size_Pool: ❑ existing ❑ new size _ Barn:_ existing, ❑ net size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: —a r� .7 i- r- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )(No If yes, site plan review # Current Use 5T1)24 CT Proposed Use S1 6i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 7 we 1-1-nizsberg— ,s-ts 8 - 436,- itsz3D Name Tf E rn Telephone Number _N 7 3 B Address 25 1 QUEEAJ a- O License # 073 6(4 httWI CAI, '4 Home Improvement Contractor# I" 2-3 3 S Worker's Compensation # v_WC35 U`( 3 L( i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S 4-., i SIGNATURE DATE 3 ("1 I i 3 i FOR OFFICIAL USE ONLY APPLICATION# . - .... • . DATE ISSUED - - s . .. . . MAP/PARCEL NO. ., - __ , , • " . . .. . . , .."-- - . _ , . . • .. _ ADDRESS . - , VILLAGE .• , ' . _ _ : , . --,.. - 1 . . . OWNER . - ' • . . k .4. ''. iy . .. . 2. •,. • . . t .. DATE OF INSPECTION: — -. „ • .. - , , FOUNDATION ' • . ' . . FRAME ) ... INSULATION ,: • , .,. FIREPLACE , . . --- - ELECTRICAL: ROUGH FINAL. S. .. . . . .. • - ,- , PLUMBING: ROUGH FINAL - • • . -- GAS: ROUGH FINAL - .... FINAL BUILDING ' ' ' -' , , . . -, ! • , . . _. . . . , , • • ,-, 1/2. DATE CLOSED OUT - , '' . . . . _. . - . , -., • . . -). ASSOCIATION PLAN NO. ... . , - ....._ . .. S l F O R T E' 'MEMBER REPORT Level,Floor:Joist PASSED ��ll 1� IG 1 piece(s) 5 1/4" x 11 7/8" 2.0E Parallam® PSL @ 48" OC . Overall Length:22' o 1 1 0 [ j - ' 0 22' DI 0 0 • All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load Combination(Pattern) System:Floor Member Reaction(Ibs) 3492 @ 4 1/2" 9483(4.25") Passed(37%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist Shear(Ibs) 3492 @ 1'5 3/8" 13861 Passed(25%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 13221 @ 11' 29854 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.433 @ 11' 0.531 Passed(L/590) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.665 @ 11' 1.063 Passed(L./384) -- 1.0 D+1.0 L(All Spans) TJ-ProT"Rating 44 40 Passed -- -- • Deflection criteria:LL(L/480)and TL(L/240). 1 • Bracing(Lu):All compression edges(top and bottom)must be braced at 21'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 1 1/8"Weyerhaeuser Edge Gold"Panel(48"Span Rating)that is glued and nailed down. •Additional considerations for the TJ-Pro'"Rating include:5/8"Gypsum ceiling,1x4 Flat strapping. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead FLIZ: Snow Total Accessories 1-Stud wall-SPF 5.50" 4.25" 1.57" 1512 1440 1200 4152 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 1.57" 1512 1440 1200 4152 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Snow Loads Location Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 2'to 20' 48" 12.0 40.0 - Residential-Living Areas 2-Point(PLF) 2' 48" 70.0 - - WALL 3-Point(PLF) 20' 48" 70.0 - - 4-Point(PLF) 2' 48" 200.0 - 300.0 ROOF 5-Point(PLF) 20' 48" 200.0 - 300.0 Member Notes 2 JST Weyerhaeuser Notes 0 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. �N.OF MAS,5 The product application,input design loads,dimensions and support information have been provided by PINE HARBOR ,r y� -- PAIGHELE s� • g ST RUGT RAL w o No 31774 e a'90, IsZEP�. _ \ss, FSSIONP-� iti r. Forte Software Operator Job Notes 2/5/2013 9:28:28 AM g Michele Cudilo LEDWITH GARAGE Forte v4.0, Design Engine:VS.Ii.1.203 �1J7Michele Cudilo,P.,E. 22X24 BARN 2013-19plNEHARBORLEDWITH.4te (508)771-7601 CUMMAQUID.MA mcudilo@comcast.net Page 1 of 1 ` ' tO WI`ft-1 Mr-Abe Z2rx a¢-' 1 coMMA-c �tb1 MA GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE 1 OF 2- CHECKLIST IOK? 1.1 SCOPE Wind Speed(3-sec. gust) 110 mph Wind Exposure Category B 1.2 APPLICABILITY Number of Stories (Fig 2) 2 stories 52 stories Roof Pitch (Fig 2) l2 ]2 <_12:12 Mean Roof Height (Fig 2) Lift <_33' Building Width,W (Fig 3) 2ft 5 80' Building Length, L (Fig 3) ft 5 80' Building Aspect Ratio(LMI) (Fig 4) /4 ,/ 5 3:1 1.3 FRAMING CONNECTIONS General compliance with framing connections? (Table 2) 2.1 ANCHORAGE TO FOUNDATION Type of Foundation (Fig 8) 5.LAS.. -hiPtii)e Foundation Anchorage Proprietary Connectors Uplift (Table 3) U= plf Lateral (Table 3) L= plf Shear (Table 3) S= plf 5/8"Anchor Bolts d Bolt Spacing (Table 4) '4-in. Bolt Embedment (Fig 5) in. Washer Size (Fig 8) -in.x3.in.x n.thick 3.1 FLOORS Floor framing member spans checked? (IRC or WFCM) Maximum Floor Opening Dimension (Fig 6) G/Zft <_ 12' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7)..abx/JE 'Z ft <_d Supporting Non-Loadbearing Walls (Figs 8 and 9) Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 10) — ft 5 d Supporting Non-Loadbearing Walls or Non-Shearwall (Fig 11) =ft <_U4 Vertical Floor Offsets (Fig 12) _ft <_d 1 Floor Bracing at Endwalls (Fig 13) Floor Sheathing Type (IRC or WFCM) vVs Floor Sheathing Thickness (IRC or WFCM) Z.?' 4) in. Floor Sheathing Fastening (Table 2) (Z).'�l.t- E7'i-40* 4, 4.1 WALLS Wall Height Loadbearing walls (Fig 14) L j ft 5 10' Non-Loadbearing walls (Fig 14)... ,�ft <_20' Wall Stud Spacing (Fig 14).... vS..' / in.5 24"o.c. Wall Story Offsets (Fig 14) _ft <_20' 4.2 EXTERIOR WALLS • • Wood Studs Loadbearing walls (Table 5) 2x -_ft - ,in. ' Non-Loadbearing walls (Table 5) 2x_-_ft_in. Stud Continuity WSP Attic Floor Length (Fig 15) _ft 5 Wf3 Gypsum Ceiling Length (Fig 1.5) _ft <_W ' Double Top Plate Splice Length (Fig 17) ptp ,SP.LdC _ft _ Splice Connection (no.of 16d common nails) (Table 6) P`�µOFRigss Loadbearing Wall Connections �� ac Uplift(proprietary connectors) (Table 7) U= plf = MICHELE yc, Lateral(no. of 16d common nails) (Table 7) 2 CUDILO Loa earing Wall Connections STRUCTURAL Iz o No 34774 - .,°q:9GISiSC's c �, (,10(,-.. %/ONAL . ZP7/3 L W all1 ll (a to 22 u 2-At' ,GUMMkltt)Lb,t.4A GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE Uplift(proprietary connectors) (Table 8) U= plf Lateral(no.of 16d common nails) (Table 8) Wall Openings Header Spans (Table 9) L.. - in.<_10' Sill Plate Spans (Table 9) Z ft—in.-<10' Full Height Studs(no.of studs) (Table 9)..... !(.I.tit...4 x to 9Oij — Connections at each end of header or sill Uplift(proprietary connectors) (Table 9) lb. Lateral(proprietary connectors) (Table 9) _lb. Wall Sheathing Minimum Building Dimension,W = ZZ- Sheathing Type (Table 10)...4x..p.4 -. ..i. — Edge Nail Spacing (Table 10).'jtit) .'11- , in. Field Nail Spacing (Table 10)..r .- CA..N.. in. Shear Connection(no. of 16d common nails)(Table 10) Holddown Capacity (Table 10) _lb. I � Percent Full-Height Sheathing (Table 10) 2�.�.r aj 0 /o xZ2=(a, � O!L _ Maximum Building Dimension, L = .1 i & 0 x 2..2'=1 ,Z.L/,f) Sheathing Type (Table 11) Edge Nail Spacing (Table 11) fp in. Field Nail Spacing (Table 11) 44.,in. Shear Connection(no. of 16d common nails)(Table 11) Holddown Capacity (Table 11) _lb. I Percent Full-Height Sheathing (Table 11) V 2Na;3 O %x4= •o -?N1A ad Wall Cladding -t9e. rotz-TY4"L ?et-S(L 2 ,( o)a4 =l 4l 4- 7L Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (IRC or WFCM) Roof Overhang (Figure 26) I ft<_2'or U2 Truss or Rafter Connections at Loadbearing Walls 1 • Proprietary Connectors � '� Uplift (Table 12) 1(o5.X.24.?....U= •I� SI6A Lateral (Table 12) 1.?(a.x L= -�� . �{2�5� Shear • (Table 12) I iac... S= �6 Z . Ridge Strap Connections-Tension (Table 13) 1 4x T= yam- y.[ Gable Rake Overhang (Figure 26) N/A ft ft<_2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= - plf Lateral (no.of 16d common nails) (Table 14) V - Roof Sheathing Type (IRC or WFCMI P 9 Roof Sheathing Thickness 1 .i r LATN4`-_in.>7/16"w�S p `Roof Sheathing Fastening (Table 2).. it.l.E'1. !�l.a.....4 it b/Cd a. atoisr • 4t/ .//: - , L,r,\1,\G ,.., d,'-,_, . . , o S-C I 9Q11Q I Q v No Pia assKO- 1 GENERAL NOTES AND MATERIAL SPECIFICATIONS: • FOUNDATIONS , 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading:information.see Site Plan,by others. 3. Assumed net allowable soil bearing capacity.q=3000 psf:for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4: Concrete: Minimum 28 day strength.fc=3000 psi.3/4"aggregate.designed per American Concrete Institute Code.latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min. 5/8"diameter. 12"long,w/2-1/2"hook spaced "o/c,or in concrete piers w/ Simpson ABU-series base:SPACED 2'o/c for slab-on-grade construction(i.e.Garage. Basement.etc.). • FRAMING .All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams:use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4. Timber Framing: 6 a. All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi.E=1,300,000 psi.or better. P lid b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. 101 ''l 6114'S,GG1-1 sr c. Laminated Veneer Lumber: All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=I.900 ksi,Fv=285 psi.Fcjer=750 psi, Fc_par=3035 psi. Parallam(PSL): All PSL shall be min. 1.9E ES with Fb=2900 psi.E=1.900 ksi.Fv=285 psi.Fc jer=750 psi, Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements.with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood.spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. 1 x6C 16"o/c at top or Simpson Straps over top of plywood spaced 16"oic h. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-I4R-50.5"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers.or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c.maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-IOd toenails ea.end,or 2-16d end-nails ea. End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges:attach plywood edges to this blocking `�S> 8.Nailing Schedule: All nailing shall he in accordance with Appendix 120.Q,unless noted herein specifically. a Multiple Studs 16d' ,I2"staggered a.All nails shall be common wire nails. b. Sub-bore where:nails tend to split wood. •9. Headers less than 4'-0".use 2-2x6:all others per MA State Building Code Table 5502.5(1)and(2). • • MICHELE CUDILO, P.E. t_cede' 6X- Consulting Structural Engineer • 123 Cottonwood Lone, Centerville, Massachusetts 02632 • • Zt')4 7-4 Drawn By: MC Date: Z., 1/13 Drawing //�, A�tn� Scale: AS NOTED Rev. 0 `� u��" 'U�i HA File Name: Project No.:�f c�� � - , r _ . . . .__ __ . .......... .............. ...... .swei.•olv‘iilavi., vvvvi.i a I KUL,I IJKAL IrNINItL blitH1111Nti • , OtJTSIDE ELEVATION SIDE ELEVATION , •. :----- -- • ' --- • ' Extent of header (two braced wall segments) , , . ----- Extent of header (one braced wall segment) 1 ' :,,- . -".• ,. ,;,- ',.,',,,,•,. •••..wk.i,,c- ''‘-',t •,:.::: Pony 'r-'1:'•:,m, :""" iir.M 'it:•..,N.1:::,1,i , i -; -- Min. 1,000 q li.' Braced wall segment wall •.:,-- :'.:": "..,1, li - per IRC Table R602.10.4 . Ir.:•, ;•11 11;i1V,',:vP»: 1I fisTtft tension strop height-14: . .i: :::i.1 I' a., A..ii..,. ; Strap shall o( ,••;.410. il •i,-i;.:; .,..i 4 centered of 1 i,ii1,,,,- ....wwww................--.....)..,,,,,................ ,o,...,,,,,,v,... - '-' i•:7•7•-.7• :•'•••,,,..:. 'A4--• ,• •,.. .,,-..''tl.ww,t1t747-,),);..-:010.smvwfsfv•vv,we,rts-,:i,g.NN, '' .:,..7.,i • '.:171,--:-.1,-:: irr,.;:i,.::;. .. A .0 bottom of :„: „•„ „ -..1...;•:.,`:!'i,;!,.:.4:,,,,..,,.0.t.,,,:' '•.).:.tO•ip.;.,01,.1...,?.!:Iii::.:,. .,,;:mkiNil.tiii."40i4,,:tlt., ..esittitp!,.i0i ! . ::.'..::: .: I t'i header. .!•':''." ,'•'r ,. . .. . ,:zve, :lat.. v.k4.1.tdutti:.Ail:,.;!.v.i.,;m14,..m.111.i. N. ••••4,.:,. , • ,.?c,-.).;;•:..:,--,:!--.1 ,- :-.4...,::.. • ..:„,.•;', ,...11',1,10.1 ::r 7.C I ft.: :j, -- .0•4•• .i., 2' to 18' ( inished opening width) • ,,w.:..,,,,,,A.A.:::.,.I A if : :::.'i: .:11'5.-,;•;41-0!.:VA 16d sinker ::l• kli,--3,-••:::,i .1:::::;-! Eli-r:•:;. :: nails (0.148 2 1".f.::: :: :.', , - Fasten sheathing to header with 8d common :.s:1'.1, ;•:,t,1';'.'-....i Ofk .. : .14, :•44,‘ I 1Pf'! 1;)irr.rr'r: x 3-1/4' nails (0.131" x 2-1/2") in 3'' grid pattern as shown i• ,4.,,to.,:if.,-,w,:!i:i.,. ! i :1•-,1* ...4' i,ii:!;..,4,...:;?: itl,: :..1 ,., • f • 2 rows ol i.,.. . .. ' and 3" o.c. in all framing (studs and sills) typ. MI ..,. :.:.: . • :•,..s. 1;.,-.-.., N @ 3 o.c. Header shall be fastened to the king stud r 9:1,C4,:i.i:il- : ',.,1 - :•t*, ..": X ,..: .. :.:... 3nt :• 2,: .: •,. with 6-16d sinker nails (0.148" x 3-1/4") / ,,': '"Wt•;11g1k1 k.k.". .-: . X' Wood struc 1":.; '19'. - Minimum 1,000 lb strap shall be --- kttuttM''.. :.i l!lit,'4:,; - l.'s.: ; •-f, turol pane '•-:*; '.-•il•:• tiR 10* •:•;- -'.',ilii'sti centered at bottom of header and installed '1' .i-,,*:',...t4 ,:ft,t.(77 L,:iii,..I.r . *",,,,„: ----1-fr t'l must be : t44- max. ::*r ---=:--1! on backside as shown on side elevation* it4..‘:<N.:4i t,-,!,... i-w.c. .,: 1 . Ril continuous L__f14 FE4 V., " ---- Till from topof ..%rt.4.. Pr .1 I h eig ht .1:.; sriii;r::1,;si'.--, Ab l' I . , p•••, For a panel splice (if needed), .....--- ii•t0-;flicArkli :,.:1 aok: ,,, ,,,. lell:•,,.,::?,;.,;,!,,,,..t, ,,- wall to bone panel edges shall be blocked and Nti,: t ; ,,,g, !..,1..,..,., )i, of wall, or 0.-,:qi10-3,414,:; ; 1.0q1;iit *V- ..6 from I !,;*:.-.: :-:...nti• occur within middle 24" of wall height f-Kt!,,, ,i.k:itt'*':',:i ..,..._.:_,. ...,,,,, +0.;r..SA7!414: t top of I 1...e.,..,•::: i .14q;iq;:;;;4!,:i i 4 !II(.;4:.;:. :i'ir4.4 wall to Wood structural panel strength axis •4 i'i'd.41141..1'i iiiiii!..: I 4rV .'Ol!3:$4. .4 ii:.1 ..iiiT:.:'::::-;i6; •,4ii..:1:.::::- :.-.i.i2 i* permitted :N.. • : ,,,., splice area ••,.•: - ,q,... • ::, : •i'l:i Min. number of studs shown'''' .,.t.kliti: 1 .711.1.,„-..,:::,..:-,.,..; 4, P..,, .,., --•- I.n-•„:13....„s.:4..-,•:,;,1 f-:: q!:: ,,f;i,!4 i,,,- Pi.,',•1. ..-r--::j:;::.,. N.; :•:.... 7/16- min i„ --:- Min. length based on 6:1 aspect ratio. l.:' ''' ',.e.;;;':; 1.'- •...,: r.(4000-144:1 ,.,4',:- .:14 ;• thickness For example:16" min. for 8' height. ,:pii , 4;!risc.4 .1:* :.;•; 1,49k r' . 1.0,,,, ; ',„, ';,.ii.841:::;.•••;44 , .. • 4 I.--.4 r. wood . • • .-7 27 *. ' : . I •1 structural I L.j panel --- Anchor bolt per IRC Table R403.1.6 typ. —' ., j sheathing No. of ack studs per Min. 2"x2"x3/1 6" plate washer le: IRC Table R502.5(1&2) See Table 1 . . Not to sco OVER CONCRETE OR MASONRY BLOCK FOUNDATION -- - - , . . , r6311-- 60-4"Tt 1A)t)?_ . , v ErIert_ 0-m-v-ki Vetz.T... -ril-4-rs , r41)14, A 14 Lteg-A-(4 e ) • -/;--ILForm No. J740 • © 2008 APA —The Engineered Wood Association ii ww. . - Nie--Ae rote---01-t— FpAl-flitt MICHELE CUDILO, Consulting Structural Enginef9;- . LEto lt,)I T1-I VZ- d;itre-A I 123 Cottonwood Lone. Center/111e, Massachusetts 02632 , Drown By: MC Dote: /efr//3 Drawing coutt'm kuil . 44 Scole AS NOTED Rev. 0 SK- 2) File Namepimiift .Project No.: • PIKE HARBOR WOOD PRODUCTS It's all about the woods' 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02601 508-430-2800 info@pineharbor.com 508-771-5007 hyannis@pinehabor.com BOB LEDWITH 40 KEVENEY LANE CUMMAQUID, MA seaglass2310@msn.com PROPOSAL TO CONSTRUCT A 24' x 22' (2) CAR GARAGE WITH THE FOLLOWING SPECIFICATIONS: ADMINISTRATIVE • SITE VISITS + DESIGN CONSULTATIONS AS NEEDED • DOCUMENT+ PROPOSAL PREPARATION • DRAFT PLANS+AMEND AS NEEDED • HISTORIC APPLICATION +APPROVALS AS NEEDED ( IF NECESSARY) • APPLICATION +ADMINISTRATIVE FOR BUILDING PERMIT INCLUDING FEES • DIG—SAFE AURTHORIZATION • NO ENGINEERING FEES INCLUDED IF NECESSARY FOR CIVIL ENGINEERING • OBTAIN MA 8TH EDITION CODE 110 M.P.H. WIND COMPLIANCE ENGINEERING FOUNDATION /SITEWORK/ FLOOR • DEMOLISH EXISTING 2 CAR GARAGE WITH DUMPSTER ON SITE • ELECTRICAL DISCONNECTED BY OTHERS • BUILDING TO BE EMPTY PRIOR TO DEMO • REMOVE LARGE BRANCHES ABOVE GARAGE • RE-USE EXISTING FOUNDATION ON SITE • RETRO FIT BOLTS/STURDI—WALL BRACKETS AS REQUIRED • EPDXY CRACKS TO EXISTING FLOOR • SEAL/ EPDXY FINISH ON OLD CONCRETE FLOOR • OUT EXISTING DECK AS NEEDED TO ACCEPT NEW BUILDING AND RE-PATCH IN PINT HARBOR WOOD PRODUCTS It's all about the wood' 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02601 508-430-2800 info@pineharbor.com 508-771-5007 hyannis@pinehabor.com FRAMING • ALL FRAMING TO MEET MA STATE CODE 8TH EDITION • LAY+STRAIGHTEN PRESSURE TREATED FOUNDATION SILLS—BOLTED TO SLAB/ FUNDATION • POST& BEAM FRAME SYSTEM ACCORDING TO PLAN, STANDARD 6" x 8" POSTS+TOP PLATE BEAMS, 4" x 6" OR 6"x 6" DOOR-WINDOW SECONDARY FRAMING, 4" x 8" FLOOR JOISTS (UNLESS OTHERWISE INDICATED), 2 %" x 8" RAFTERS, 24" O.C. UNLESS NOTED ON PLANS, 4" x 8"JOISTS FOR LOFT IS REQUIRED 4" x 4" PURLINS+ 3" x 4" ANGLE BRACING • USE ENGINEERED GLUELAM FOR FLOORING AS PER PLAN / CLEARSPAN • FIRST FLOOR POST HEIGHT 7'—OVERALL WALL HEIGHT 8' • FULL SECOND FLOOR WITH STAIRWAY ACCESS AND RAILINGS TO CODE • LOFT AREA TO BE SHIPLAP PINE/TONGUE AND GROOVE DECKING • DORMER TO BE FRONT AND BACK ACCORDING TO PLANS • ALL EXTERIOR WALLS TO BE SHEATHED IN SHIPLAP PINE • ROOF PITCH ON BUILDING TO BE 12/12 OR MATCH HOUSE • ROOF PITCH T.B.D. BY PLANS ON DORMERS • COVER ALL EXTERIOR WALLS WITH TYVEK OR EQUIVALENT • PLACE TAAR PAPER BEHIND ALL EXTERIOR TRIM • METAL FASTENERS APPLIED TO FRAME ACCORDING TO STRUCTURAL ENGINEERED PLAN • FRAME TO BE FASTENED WITH SDS STRUCTURAL SCREENS AS REQUIRED BY ENGINEER TRIM, SIDING, ROOF • ALL EXTERIOR TRIM TO BE P.V.C. (CELLULAR VINYL) • EXTERIOR TRIM DESIGN TO BE SIMILAR TO HOUSE STYLE (RAKE MOULDING WITH GUTTER RETURNS) • ALL EXTERIOR WALLS WITH WHITE CEDAR SIDEWALL SHINGLES WITH GALVANIZED STAPLES 5"TO WEATHER( PRE DIPPED KENNEBUNK SHINGLES) • COVER ROOF WITH #15 TAR PAPER • ROOFING TO BE PRESSURE TREATED RED CEDAR SHINGLES 5"TO WEATHER WITH STAINLESS FASTENERS • P.V.C. LOUVER GABLE VENTILATION SYSTEM • PIS HARBOR WOOD PRODUCTS It's all about the wood' 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02601 508-430-2800 info@pineharbor.com 508-771-5007 hyannis@pinehabor.com DOORS +WINDOWS • SUPPLY AND INSTALL(5) 30" x 49" WHITE P.V.C. EXTERIOR APPLIED GRILLE DOUBLE HUNG WINDOWS WITH SCREENS AND HARDWARE • SUPPLY AND INSTALL(3) 30" x 41" WHITE P.V.C. EXTERIOR APPLIED GRILLE DOUBLE HUNG WINDOWS WITH SCREENS AND HARDWARE • SUPPLY AND INSTALL(3) 6 LITE 24" x 24" EXTERIOR APPLIED AWNING WINDOWS WITH SILLS AND CASING • SUPPLY AND INSTALL(4) 6 LITE 20" x 24" EXTERIOR APPLIED AWNING WINDOWS WITH SILLS AND CASING • SUPPLY AND INSTALL(6) 6 LITE 24" x 30" EXTERIOR APPLIED AWNING WINDOWS WITH SILLS AND CASING IN FRONT DORMER • CONSTRUCT(1) 3068 PASS DOOR ON SIDE WITH BEAD BOARD PINE AND QUALITY HARDWARE • BUILD AND INSTALL(2) 9' x7' OVERHEAD DOORS CLAD WITH BEADBOARD PINE/ FACE FRAME OVER PLYWOOD DOOR—(SIMILAR TO BARNSTABLE JOB) NO OPENERS INCLUDED MISCELLANEOUS CONTRACT NOTES • REMOVE OLD BUILDING AS INDICATED • GUTTERS—WHITE ALUMINUM GUTTERS AND RETURNS ON FRONT OF GARAGE ONLY MISCELLANEOUS • HIGH QUALITY MATERIAL AND WORKMANSHIP • ALL WORK TO BE DONE IN A TIMELY MANNER • ELECTRICITY FOR CONSTRUCTION PROVIDED BY OWNER • SITE TO BE KEPT CLEAN AND NEAT • PORTA—POTTY TO BE ON SITE • ANT CHANGES TO CONTRACT TO BE IN WRITING OR CONFIRMED BY EMAIL • REMOVAL OF ALL JOB RELATED DEBRIS • ALL TOWN INSPECTIONS TO BE COMPLETED • NOT RESPONSIBLE FOR DAMAGE TO DRIVEWAY DUE TO CONSTRUCTION VEHICLES • SPECIFICATION SUPERSEDE BUILDING PLANS 4 PINE IRBOR WOOD PRODUCTS It's all about the wood' 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02601 508-430-2800 info@pineharbor.com 508-771-5007 hyannis@pinehabor.com COSTS+ PAYMENT SCHEDULE TOTAL JOB COST: $ 56,820.00 DEPOSIT FOR PLANS+ PERMIT ACQUISITION: $ 820.00 PAYMENT AT START OF SITE WORK: $ 20,000.00 PAYMENT AT COMPLETE FRAME + BOARDING +TRIM $ 20,000.00 BALANCE DUE AT COMPLETION OF PROJECT: $ 16,000.00 THANK YOU FOR CONSIDERING PINE HARBOR.WE LOOK FORWARD TO WORKING WITH YOU. ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED.ALL WORK TO BE COMPLETED IN A SUBSTANTIAL WORKMANLIKE MANNER ACCORDING TO THE SPECIFICATIONS SUBMITTED,PER STANDARD PRACTICES.ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS,AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE.ALL AGREEMENTS CONTINGENT UPON STRIKES,ACCIDENTS OR DELAYS BEYOND OUR CONTROL.OWNER TO CARRY FIRE TORNADO&OTHER NECESSARY INSURANCE.OUR WORKERS ARE FULLY COVERED BY WORKMEN'S COMPENSATION INSURANCE. NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED WITHIN DAYS 1 . PINE ffARBO 1 WOOD PRODUCTS It's all about the woods' 259 Queen Anne Road, Harwich MA 02645 326 Yarmouth Road, Hyannis MA 02601 508-430-2800 info@pineharbor.com 508=771-5007 hyannis@pinehabor.com COSTS + PAYMENT SCHEDULE TOTAL JOB COST: $ 56,820.00 DEPOSIT FOR PLANS+ PERMIT ACQUISITION: $ 820.00 ��Q d pei CSC.# C?ciZ PAYMENT AT START OF SITE WORK: $ 20,000.00 PAYMENT AT COMPLETE FRAME + BOARDING +TRIM $ 20,000.00 BALANCE DUE AT COMPLETION OF PROJECT: $ 16,000.00 THANK YOU FOR CONSIDERING PINE HARBOR.WE LOOK FORWARD TO WORKING WITH YOU. ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIEC.ALL WORK TO BE COMPLETED IN A SUBSTANTIAL WORKMANLIKE MANNER ACCORDING TO THE SPECIFICATIONS SUBMITTED,PER STANDARD PRACTICES.ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS,AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE.ALL AGREEMENTS CONTINGENT UPON STRIKES,ACCIDENTS OR DELAYS BEYOND OUR CONTROL.OWNER TO CARRY FIRE TORNADO&OTHER NECESSARY INSURANCE.OUR WORKERS ARE FULLY COVERED BY WORKMEN'S COMPENSATION INSURANCE. NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY U.S IF NOT ACCEPTED WITHIN DAYS 'cr"\("r lZ iI ' 1-••'.? 1 . , . 1 • • • ....1 -•- -., „ . • • • •• ' - . . ',.• '..i..!,,:;.....,::::Ti•-•4:2.;:,1:::y. -.-:-•••••::::., . .• -. .. .•. ' :• • - . .. :Ss 770A 145. -• - WA L L. • '• • ..,,...._,.......,' . . - . .,.;', ' ' . . : "::..1:',';•;i7.*' -,?.-;'..::.'!--.:.1-,::"..;,:: ....: . ,._ ...z,j:,R.,.....-1,.:.z.y,-:-.,,f,....i.-.:...,: :... . !•:?,, , . - , . i.36 Li - • . . . • t " ..-'' . . - , i'*;,..t'-.'..:',;*;:,.',....:::-.. .. -• - . • ‘ - _ . . ...: - '', • ) o . . . • . • . . .. •• • . . .. • . . • ...... ... • •. . -; . _..„.. . ... . • ' • ' . . • - • • ...-2.-2.•?..-;,k-yii... ,-,...;:z;,..:•,••_:::•:•„,:,„•...,i„....,..,,,,:i„.•.,;.....,,,,,,,,,,:••• •,,i,-.,•,;/".;-.,,-:-.,,:ii, ..: :„..,;•,•,,i, .;.,-q4-,:,-...4-;:.'•1:,:;:srssl•••••:••• •.,,,, ,:,:,...,..-: •••:•••,•!.-„:•,,,,,L::'..,:•-•••.,-:.,•-......,.... ..:•-••••-,Y.:-..,•:••••:„'-..,..-:::•:;--':,•;•, ••,...,,,-•-......• .,• ;:, '.••.:••:.•••:-,•:.:.:•-:•-••,.:•...,• •;:.•,•-.. ,,„-:-..:-......,:•;.::..•,.:. ,-,.,,,,.......: .:•,-,...=.,..t.itr,...,,,..s;5k::,.1,,..,02.:ifaliii,-;.;4;.:,,...-,;.•,,,,?,..n.,_,,,,,I..F.,,,,,,,,,...e.;:•;„,..„,p3„:-,....J;k::::..,),c.4.44,,,;:?.....,,:•:t-,,,....y,..,.,..„-,,,,...; .,..i...:•,•-...-;:..,:--,.... . .....,.. ......,:,,,,,..-. ;...:: ., . : . ..:•• • ,....•• .,........ .,. . . ...:............... .,„,.... . ..,,..,p,„•-..m.,,E.i.,;...,...,n4.4,2,,,vi.,,,,4,4,,,," •.,•1?..1,-,,t•-i,,Nrir.,-.#1,,,,, r,,FF..-.,-...,,,p,,,,,,,,,,...„:„.,,,,.....„.•..,,..„:„.,,,.-...,,,.:„..i..,.,.;..:....„....; .., . : .. ,,...,„ .• ... ... • • , •.• ::..• . .., .......:., •..d. , ...... ...,...:.•:,-4,4„-q.,,,,,,,...#1.,,,,,,,,_,•..-:-,T:.,.....,,I.,,,-,..:•:,„,v.,,,,w,..,,,,,,,,,;.,.t..,-;,.-.2.,.........,,,,,p.....,..4F.Av,iv.„-,,,,..,k,,,,,,,,.....,,:.,,,,-..,...„.. .,-,::„ q.;... - ,- .. . .. - . *:.... .;11:41:5.;:,,AZif..111,6-fUl.R5,;?a,,S;;.'5,1',', •-....3....,,,1:24,..1:41-1,t1f.',.?::•;•.';;:\C"..i,;';.: ,,,,..'4.:5..eZf'R 7-:..if....,.:..,,,,,-.. ..;:.;-:::_?..;;;,,,r':-WI: •_IL,' . ':- •• • .. :'-.•.• . ''''f''''''' ''..-f7t,1-;5t•j1.5.0**.g..,..7-V;Z:V;g)1.?1.0.TI:' ,'..."'"?.':'.'?-41.-.4.T.: "Th.;'' ....::-':'.1.'i.::."'"..1- ': .'..... ...'. -.• IV- . : • , . ....: ...:. : 7 • .. Y':i.i10.i".,:',,!T`':::i,• .•.:5'..,: 1 t3:-.5:':' ' ....,'—- ';'...." .::......"..:..: ' - .. . .. : : ..,.-.....':—. . : - - . ... '..'., . . . . .,.,,,,,.: . . . . . • . .. . -.. .. : .,„• ..,,-,tii-,..iii!,..k.13 -,‘.r.:!., - —:.• . . '.:-....: . . . . . .. • • • • • ''' - • • .' ' • ' -. . . . • .'rIrsjitp.l,;::,.',..,..,-.,:,.t1-:•.'•'.-,,.,':,, .,.-.--;-: •:•.,• •.-. -.:•,,•......'......:„•••.•,..,.i,•,:;..:....: •...,.•.•••-..:...',;..,.,.,. •. •.7•..,.:c:,.....,'.v;,..............,..,:,..,..-..•.::',•.-••....,.....,.3..LO T56 L . ' N • • .. a x. sn.. .\,r„•t f . . :.. . • •- — . • , • - ... • •-.&)ti... 2.4-4.4. ---e:-, . -... - . rkL-Z1.1:1;5-VIV..]`:.'',..!•;';,.- ',•••••':. • • s.. :-.: ,. . . ,.... - :. . ...A.. . . : . .. . 1 - • • . , . , . .... .. : :. .i .. • .:- !---.:.:•••'.':P.,-1,4-1;,';'1.-il'''.--;:-......-.::.....::-....,:l.;:l..: . : : ..:•:.. ... - ......2 • : •:174.N ..• .: •: .. ' . . . . '.'4.i;:t. "'•';•..: ... ...RECEIVED' •:•,:- '-'• • - • : . ..J - . .... , .... :. . . . . . • . . . ." .: . . 1":;:,•••--f,)A-x-, -,,J.:,..,•;-,---....r.,-,': •-••••• • ••• - -., -..,.- ,. • ' ,-•••••••••,-,...:-••,..",,'•••-•:•::, :•... :.,•-•:•••,. -•• - • - •- • .- . • • •-- • .. . . . . ....•:- : -• • • .. rii;:ii:::•:.,.1•,.::;.!::::.:•:.::::•,,•-•:::-,-.....1..,••::-..,-1...-.:1:11:-G 1.:::-.1.1-: .;•°•..-.......:-.•::::: ....... '::-.• ,••••••:'....-•.'.'":':''::.-.;:'.1::........... -......?••:1' •:••••:•,',.... •,-; • 7.•••/,'.. . . !.. . ......, ... . ...,.,-•...; • . -.. •...;....,......: !•,,,fz.,•-.r.:•,•:::-...•::-..."•:.......,'•••-••.•-• • •.. .. • • •-• • ". •••••,••,?.-'; • • ,•...-.•-•:. ,- • ••:-• : ., • 4: .._ . ... .. • .- . .. • - .. . .. . ,-;-:,.,''''.,',.-,-;.P.1.-,c.,,"::••••R••-ow., Tn. mAk-1,,A'•CtEIVE... T. . .....•.:.,,...... ..-. . . , ,jilT, , ,:.. ___,.. • i. . ... oii, „•,.\ .: ,.....,__ . . . .. . . . . . • _•,..•.. ..:.: . . . .. . . ':::::".;::-..,',...',.........'•'.....:::: . - : .-' . • • ' . : • . -• ..:' ii• . ': :-.> • ' ' • •• • ' . .: -.••Pio(0.564):••••.::-" . 1 •,,..,.... .: ••: • •, . . ... . - .. .. . .:; : •..... •......: , . . :. :. • 2,-..i... . ' "44..-10-' : • -- • •., .... . .. 616it . . .. . • • .. . . . .:. •: . • . - • . . . .. . . . . . . . • " . — • ..; .,-• ....• ' ' " - -...-- -. -....... 0.....,_,....... ... : . .. . ......E.!:;?‘;';.:11.11':'•:‘,.,-4'•'.-.'.i':1;•4).f•.'''...'''-:;:;..'''.:'''''..;'''''.':.''-.••-i'::'".•••: ' '';1;.: ''':'...:,',..' ';-'.,-I.,:''..i''''';i,:'7.,.‘'.'''.'.:•".'...,,•-:::-.;''.'.:'.''.'''.1 .41'..:'._• •. - \„. .... . , ' - .. ''' .. , - •' - 'I*. ":''t..T 5 475):.,!:;', ...'.-.7.:, :.ie..:: '-':7.:r:?....:':.....tii.i.1,.•:''', .: . '''...-*.....:l*I'-'3.'"*.ii}.1;;":;;;;.. i Oct. 6,1986 II.' 'SEE*.r. r•REMARKS''.'' (j.-t, '*--:'::::':.*:-., .•••:..,:•::: f- :-,:::: / : . 4..?_ . . ... .-.4.--..1. ."i,-'..,..'-•:s.•-•:..- . - • : • -.---.„, • ,.... .., ,. .. . • . , . .-..,,,.,.....,..., , . •• . , :. . - • ".‘ 50629 - . • KEVENEY . . . - -,_. :...:,--.-....,:- • ScAte 1" =40. LANE . ..,., .... :.. . . . • • , . .. „ .•• . . ., • , :,•:.,.... •• . , : •• • . . ....._._ ....._____ _...• . i.. •• ___ :,. . : .. . . „ • • .. • . . . .. . • • .. .„. . „ . .„••• . . . . .• , . ::..: ..:. . . ,...r. .. .. .. .. .,,.. •••„. • . ...,.. , . . . . ..:."5- . .., •,::.„..„. • . . , . .. . . . . . .. . . . . ii.;,.. • 1 . . . . : .._.,...: . : _. ••• . !.;,•.;::, IINCAEIctt:c10FRYL,TAINIAc: TWI-IT%PTLIAlcNc140?....miSioPRNEvir:Ei.i, . . • -- .- :- - . . '-. - • • :..,.." ' .441. TO EF cMHAFISIScAACLUSUTSAENTDT 5 A.RPL;OCOE ID;LiiR.HAL pARAtir:.. 1 :--:•-•::':!: . . . - .4 . • jt ••••• • - • ' • — F LAND SUitVErYING 250 C. :. . ... . M It ki..,..0.5 AND . .. . .. . ::. ...'''' ''' THE SPECIFICATION SKEET ATT. CHED. .. . --•. -- ,..--rd, F'.-,' A:..,-*: '. ': . , • ..',1,.::,:....,..-'.., --7 .., . .-,7'.', _..-erir:Z--,,,t-rf:2::.',n.i'2,'n,;:* :'..A7f. • 'tk GE Attre: . -' :..,.-...-2..:.-.. ..•:...'... -..:;-......* ,,..,. i...::,::' 47?:....•;.•::.:.,-.,.•..-ir:',•*:•.:,e.::fi:-.,,'...--."..:.'":c.7:i!."'-'''. '''...:.,:,,Al.',0Y,,.. 4,-.V..q .is.:::(.aq ...''. .?F:=; - ' ' c3)- , -.To* . r-• ';',-t;&;ie4i.,.''',i','*- '-;' ..i',.'-'. :::......... -,-.4:."...'i,,,,I..,,,-, ":::••'1-- ' • ''•'''"- . ' ','".!.:....:!,:::.,,,i..,f,37,4V:0';•.*. $5,S,&.,..-5 . .;.?_-.. 4. A,7-.-' T41"--3".T.''•:;.::',.',....:i."-..":ii-'•V::.':.!.':'l'ili-ti•R,J.T,i- ._,.. .: .--..,...-.--:..---:--,:,,,,n' '''''`."''"i'?'...i:i.'!",;''''''''''.1g,%'.'i'*.7543,..-Fdl 1-,`.-.4 -ia,,_, ''•gg'.'-''. ..--:::';:*.I) ;-.4.1-,t;::gga1F-iiii.' ,-,'•.*:_.1'..„-,-xii .:,i-g , 7.11..K:Li';:...Pz!-:_ql.'z',-,if:...,,:4,T.T.. -,M..lail.g..-; g - . ki,,,,-,-!?..-1.,-,,,."--. --- if,,,.-.-- .MW13.- .'. ; •.'•I'.i,U.1:f5f•--%..• '''. E.1 -.) gtA,,;41 ..-_:1:::-, f4,,..:;:,;,,mt!..g.1,F.:.4.1,.§.vt,., -_.,,,-.-. • . . 3 ANDERSON ' . - • czi.C. .KENBN7H . ./•,,,,...: .-.,. , , '....*:i:' : -lif-gaf'.:';:f4.. - ',.-;:f. 13.1?,.!..11-A'it i.:14,,i„ ,....1 '•••;%Itti..t.'-.itl.F7'.4-;',47;i:j?Ag4..,i.kt.:&,, ..1.,6 , , . , -.4-i.; .y.i.._:-.1,,...it7......n, -, --.4 1.,,,,iiii.,;:i.t•„,' 'R:.4...„-,-..: ,.+;,.:fr.-.:,. „.-tati,.,,,,f714-.-: ••f,..:4,..;/;;:ii.,:e.,15.-:...,:-41.55„;,ris:Aszauity,..t.• .,.:;.,-,-; .5. NO,31296 , . . ...',.-:. . il. "•?-.4•'•I',..:--„.;. P,f,,.•,.:-.'f,itt47•,.'4iArAwid 7.kt.t.:6:VAKiti,.4.vx-z--?,ist-4,-,4-.:$•-olgyi,,,,-,.,-.7f.,* 1-; --0 1, •Pfcrsit•S c.S4.Ltr i LoP ir,t1 ,.-?„_..1:1.:''.,--f,trf4'.';•:.''::41t1,;,-:-'4-1521:1'.?2-:.::*.'7,-ifti.':'.1:71-,i,4'-.7,11:i'F.V:tisryl',-..t.'•-•?---..470. , . , : --t%'‘-'4-rig 74.,-...-•• . ...„,..../ • ---- • p 7,.i.-az-Arai.,1,.. .,..,,74...1-1;.&,,,,,,,4,..i.,,,#tp,14,„:4;r0-..:41.,..0.4,,,y4.4q-rig,f4t4-44,5,... _ .4*.4::1•*2'4*1.i.iei.,-;,4:fgt-fi,vA.efe.4;4-s-..4Sfa.q-,..,:-i.--x.._.-rV-•4 ea,4q-.-.,-,I,-4g„,1.4e2-„4..,;,4.-.1=,1$.4,4..-.4':-.'-_,4,-,..,W.,_-_-'a-tz..,fg..lia-,,g-t..:-1,'V, i*,..;.i•-1,,.,,„..* ,,---• _ . ...,;4- ' • . i . . -', • • . . • ' . . . • • f Town of Barn ------ cipi I Ca- c stable �. „k, 4- doiE rod .. t� , oii z' 8 Regulatory Service§£a L Thomas F.Geiler,Director * BAIwSTABLE, �'' BuildingDivision . . -- .-.----,., _---- Tom Perry,Building Commissioner` 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038e,,,,, -, - 6 Fax: 508-790-6230 ef/ OS/S 9 A) PERMIT# 7 8 offr 4 3 FEE: $o�,6 SHED REGISTRATION 120 square feet or less /10 i( O -] Location of shed(address) Village t � 2 — OG( Z ��er�'" � �� �e.c(,w t'f" Property owner's name l Telephone number Size of Shed Map/Parcel# / „4../12 i <----- ,---.' g/ZL?70 Y. 1 Si •ture Date Hy• . ain Street - i ont Historic District? _ • d.' '•g's Highway Historic District Commission jurisdictio ? Conservation Commission(signature is required) l� PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. - ' , PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 • SlbN6 h/ALL • • �E . .• � 135, ::;..''-'''::.-.-,'.;'4L'1:'.4 • 15 plc . . . . • . • f ,..,.,.........„.• . . • , . ...,,, • • • • .,...i.•,,,cit ., :.. . j s : h 9 a ;'ei+�'t.A:.i,jta..'-i , ' r�e :t.e f.•1, '•.... ` - .,-. • . • ++ • ���� 1i • .4 '�.� .Y�..Y�1'•��a'p•jq i Kr•P.-:• i..... • I.77:P` 14l. 1� "'. • / • , ..4fi . �Cu:: b 307$G� .,, ' �} • N ... •• . . ' • • . I I ill ; If�1ge' ''� 1 ,, • l • • \ , . � " ",�_ � .4 • Mfi•bNtc4• .. .r, Q Cr• 1151 * SEE REMARKS i • Oct. 6,1986 �N 50• r K E V E N EY LANE Seam 1"•"40. - ,I I CERTIFY THAT THIS PLAN WAS:PREP/ . - IN ACCORDANCE WITH THE COMMON17Ji • , • OF MASSACHUSETTS,PROCEDURAL."AND • • TECHNICAL STANDARDS F012 THE PRA( • ' - • • OF LAND SURVEYING 250 CMR d.OS AND • THE SPECIFICATION SHEET ATTACHED . - • :CL f 1 - . : L: i I B,• • ,e. • { {• 3 ANDERSON ,' I, No.3129d. 1 `'s 4fcrS1 O f,. ....77- , p, ...• •-•!.,,,•-••i; ': ... Svc.`"' • - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • , Map °� � (3) . Parcel I 7 "r - Permit# 3 (S 7 '7, Health Division A? , ,4� ' • • - Date Issued (l i k7/Qk" Conservation Division 11°�a f ? Fee - — $ado ;' la4 �f SEPTIC SYSTEM Tax Collect• SST EE • . � INSTALLED IN COMPLIANCE < Treasurer . ,st . '/ i'i k� . 4. WITH TITLE 5 Planning Dept. �.- •ENVIRONMENTAL CODE AND ; �� - TOWN R GUL T O Date Definitive Plan Approved by Planning Board ! t Historic-OKH .• • Preservation/Hyannis ,,, - r • 'Project Street Address 140 Kl-- t -) '✓'-fl J 3>aAwt.A,Arcsk1 .�.. . , Village A t Owner ( O -i 'c . LLC Y V+V 1 Address alAVIL l • ' Telephone /'?jtU& i "-- Permit Request Y-Q1 CAI: �.i CIA.A,1M, At ' - Square feet: 1st floor: existing /000 proposed /\10..i 2nd floor:existing a3i) proposed NO— Total new f Estimated Project Cost 74 9) Zoning District ' Flood Plain no Groundwater Overlay 'Construction Type ma Lot Size 'f1cd Ti'I Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family )4 Two Family.❑ Multi-Family(#units) = Age of Existing Structure\ir'S; Historic House: ❑Yes ,, No On Old King's Highway: ,Yes ❑No • Basement Type: IX Full Crawl - ❑Walkout ❑Other Basement Finished Area(sq.ft.) _ Basement Unfinished Area(sq.ft) • Number of Baths: Full:existing ' g ' new Half:existing ' new Number of Bedrooms: existing a new , Total Room Count(not including baths):existing CQ new First Floor Room Count 4 Heat Type and Fuel: ❑Gas ))Oil. ❑ Electric ❑Other Central Air: ❑Yes •No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes , No • Detached garage)g existing O new size - `1r1:❑existing ❑new size Bahr❑existing ❑new size rttach2"crge:O existing ❑new size -Shed:O existing ❑new size Other: . t Zoning Board of Appeals Authorization ❑ Appeal# ' • Recorded❑ Commercial ❑Yes 0 No If yes,site plan review# ` 6' \ Current Use k II VI\ q Proposed Use Si .. - ,,� BUILDER INFORMATION ,p1 Name V L Telephone Number ' 11 3 S`I Address(o( ( Q., License# o t tak-. C59---56(P Home Improvement Contractor# i01 c6te'-) ' Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ' r (4? ' .CSIGN TURD di/PO DATE _ 14((� Ly . . . , `. FOR OFFICIAL USE ONLY z • -*' ,•-, , . ^ -- _ i �' 1 a P; . 'I • 1 7 _ _ ,. _ z7.PERMI T NO. ./. • _ - . DATE ISSUED t , '• , , . �, r -, i , • MAP/PARCEL NO: ` T F. -� ADDRESS .- i y • VILLAGE .• x " .t rA t - ; �, r t: I 1' .^ • . r OWNER ' y i i • • j ;;. M ' t I. ' Y•jj Te• • w .� g.. - Y•,M: - '+i',.t . , f „ i Y -t w • 4,, J. _ I i DATE OF INSPECTION . _ .:. ' I ,. FOUNDATION ; �`- i FRAME ; tt • ' _ - a - INSULATION 9 t FIREPLACE 0 G 1 J 6 ELECTRICAL: ROUGH 4= s . FINAL - s I • # PLUMBING: ROUGH FINAL. • . _ , ' .. • t :i -. - i- r"; C) + g 1 - • • _ J - + "f - - , ? ' ' ' 1 . .• .• ' • GAS: ROUGH a-- . i- FINAL # ... "FINAL BUILDING ,;: el : � . " . - . .. DATE CLOSED OUT + ` /. r ,,..-,c, t , , . .. .. . . - `' • ' . ''. . _ r . I ._ • , ^. • . • ASSOCIATION PLAN NO` , ', _ ! . t • ? : r . r I y c • • • .. (AIHE The Town of Barnstable 3 Department of Health Safety and Environmental Services 'f�' Building Division • r.>r, " 367 Main Street,Hyannis MA 02601 MASS.9� 639� ,��� ArfD A'I Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: 119 1l 14_ JOB LOCATION: 06 1 jukL number _ street village "HOMEOWNER 6 ,15-K-al( 2_ 64 act -(9"1', name r j home phone# work phone# (� CURRENT MAILING ADDRESS: ` 0 1 Y-r 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 firoirements irnature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. • Q:FORMS:EXEMPT • •. i_ , 1 i ' i 1 ' I • ! 1 ; ' , . I 1 • 1 . 1 ; • i . . , , : t 1 . ; : I I , • ! : • ; ._:. 1 .1 I ! 1 I . 1 -- 1 - i 1 ! , 1 __II --1--- -.- i— , .- ----!--- i ! ! , • 1---- 1 i i 1 1 - . ,,-4)z : I • • et dikk i. I I- • . - ! . . ,• • ! • : • . -r- - r : .,-• :- : --: i • ii i: 1 r -,...m ,, , ,. ! a -... I . H 01; ,:I.: , . I 6 — ' 1 I 1 .L_.' i i I -7.... • ---1- ---f-[• ; . I -" > : . I''' • ' • I '.,.....4,.• . . ) '... I, ! I , 6, ._.4, : ..i.... i._______. I i• I 11 . 1 •1 - 1 if1111111111110'i- -ILI : : • ' :: • 1 1 ----t- ,-..._,--4----1____ : I i I mei sliii" . 1. . • Iii - I i I- i _..1 . _i . --1--- : .... . 1 , 1 , • .1._____ ! !.1 of/P• 1 i . _. ; ;._ Il I . , i, Ili. II,. 44 I \I,j; •aat.,kii i • I t- -I' L , , . . . ., - ! , • , . Eitio , , L . .i ,.1 . A i 1 . ....' L--I-- ' • I . I I 1 -, - : , : : I i 1 ; ' ,__. 1 , . • ! I I I , , • , : , •!....,: :. . , 1 I I 1 , 1 - ... , ' ; 1 1. I • I ' • -; ., ___I__ ! : , : : - I ! .,,,1 1 . I : 1 i --' ' 1- II I • 1 • ! I I !I I- -L . . • : , I I 1 - i .1 I i . , • ! --i- ; --1 -1-- ; ! _ ,. : , : I 1 ( : :•_-__: . • t ! I : : ! i I 1 • 1-7— . y • . i 111111111Egmea .nrir r _ t , ,,, ; i , 1 1- --- ! 1 J I' t 1 , !....1 , ,___ --, -1 , , , ,...._.... --I I- t , 11 i t • __, 1 ik. , •! • 1 ! , u , ,___ I N' 1 • i , . - t --- . I , t art_ I ,___ 1_ t 1i ! , ! iirTti 40 ui kfiiihre-il --1I 1Vs I t ,,,, -T • I I I 1 I I is. PI 3in —-- i . --L , 1 , I : • • I i •t.• ; _L — , . . • I • 1 I .' • ..__ • I I I . — 1 . , 1 1 ___ IIIIM • • , I I 1 1 : , a_ I 1 -------- , , ____/ : 1 1 1111111pli .._. . . .... , .. ; i r 1 r--- iiii ___ , . - ,_ _1 i , 1 ., 1 ! ! 1 , 1 , MI i __. . 1 - 1 - , I I__ ! 1 _ . .. t , -, ....x.e..., ' r , . 1 : .. r ,......1 -- . AP 1 .,• ;,t% I ii ' 4,17 . j 1_ 1 '%.,.v. i.---- —..... _...7.,, ..---, I 1 1 . i I 40 .1 1 `1 4' I 1 1 I i- . -. al t.k I . re- — [ . . . ...,— rh. ' . ,• I • flj . I 1 • k,. , . )LI : rte •__.--.--.7 o% 14 . ••1- , I --t-' - - 7- ; . 1 1 1 1- • 1 1114‘4"40„---al—Of —.., : 1 . ' ; I• 2 y I 1 1 I _ • .,. • 1 1 : I , , .1_,114002.0014111 Dab 1 r. I . --, • I I I ' 1 ' I ! ! 1 1 il 1 1 ----'• ' r 1 1 1 ! [ i 1 .- . . i I ' • 1 - . 4 . '— 1 • -1 -li-I . . i H 1 ; _; tie+... : . , • i i : I 1 . I 1 1 1 1 A;11 ": I ! I ! • I : (..11144 -1/4-0/c4Atik4e..S-t) .... 7 V i I 6 ke.14,,,c.. il 1 ' 1 ' • I 1 I t._I i : , it_ 71+- • ' " 1 S I"sa. cr...!--1nr-s e: / •'eA,c1, Stun e 1 ''P ‘,7.k , c\r_a.t i-k•-••• , . • t •- , • . . .-: S7bHdsr WALL 7 . - . . • f • 7 • b`. r .• •.. LOT 1 ����-. t RY de-. N • Cif UGC -1` ��. _ _ . 2 M z,�` • 110 L • A9.• ®' ' sib \ . .4 . ,... • • • • // pibet6(c?4 . * SEE' REMARKS ` 1i3 . -, ... • /.3$.° •' • Oct. 6,1986 - lom • - • JN • 50629 ., . Scale,, ,��f • K E V E N EY LANE • • • i I CERTIFY THAT Tills PLAN WAS.PREPI ,r • IN ACCORDANCE 1WITII TIIE COMMONWJ; • , • OF MASSACHUSETTS.PROCEDURAL AND • TECHNICAL STANDARDS FOR THg PRA( ,._• OF LAND SURVEYING 250 CMR d.QS AND THE SPECIFICATION SHEET ATTACHED •}i•~' • I`Ltri•-1v(•''•1, ~• 1 I. •I • I .• ,�� n 1‘. • �� nG�NG.iI � 1 --. 4. 3 ANDERSON a ` ,' No „/ . ;..1.1.1,0 .. .Sim 1 • N 4f6rS1 9 • ,• . . .. . .• . .. •.. . • ..„,... . 1 . --7,(• , „, r, _ Assessor's office(1st Floor): Assessor's map and lot numbe . I. 0 THE tp Conservation(4th Floor): - _ � �SW Board of Health(3rd floor): , SEPTIC SYSTEM MUST DAHs7TADLZ Sewage Permit number ; 1 l ,.ir-li ; INSTALLED IR9 COMPLIA rua Engineering Department(3rd floor):-� " _ ; WITH T'TILE 5 0 mil 630 - House number i - � ��^ o ^T_ Definitive Plan Approved by Planning Board `, I 19 ENVIRMT =t'19 �L CODE AND Al APPLICATIONS PROCESSED 8:30-9:30:A.M..and 1:00-2:00 P.M.only T . _ ; .3 a� i ' ' TOWN OF BARNSTABLE J' i BUILDING INSPECTOR APPLICATION FOR PERMIT TO Cc U( ` Q,) j b r c:\,( c TYPE OF CONSTRUCTION 'i_/t t3 ,eI LPi v 1. I -1- N t() 19 a5 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit a cording to v the following information: • Location 0 N GJ e u V Proposed Use e 1&6 P00 f'1�1 F"I. Zoning District 'F oz Fire District UGZAA4,4, L� l Name of Owner Rut...1 f\ NLVOR Address [Z IQLL t RAIL 61 aRL &DU&. 44 CT Name of Builder Y)in/ORS 6 Address Z 93 69 X 6S,8-6/46 1)fC Siltk-A i CH Name of Architect S/4 r( aOttiL SONI Address er/LireifiliC Gg. Number of Rooms 1. Foundation 9 Om us)-6-6 _ Exterior - 4 14 l/� C /a054'"Roofing ( 646dC Floors t )00 844/° T Interior" tithtC Heating gde /� ®rL \` U e j Plumbing /CrK Fireplace p0 Approximate Cost 07 // Area ypyo 5(t rr Diagram of Lot and Building with Dimensions Fee /0/9/ ). OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable:rel.- •'ng the above construction. I. Name // ./ i 'I//Ow-i Construction Supervisor's License 0 9 7 9 .41121/95 3-71417- 351.027 . 1 37437 No Permit For add bedroom/bath . .. . _ 40 Keveney Lane 1 . Location . . ....fluannenthi--a 3 ..„.„. i at_ (e , t I 1 _ _ . ,Anne Alvord • I . Owner. - • _ . ) . Type of Construction • i . -- . .• . , . 4 I . ' 1 ,--, Plot ' Lot • ,. , , . . • • c, i - •7 .. , . . , Permit Granted " - 19 . . Date of Insiiection: . ' . Frame ' :- 2,/ ,-5---- 19 , ' ., • - • ... • . . , Insulation • ' - 19 ..,...• . • - . . . . •,. . Fireplace ' 19 -• . • _ 4•A-. . •;. ' Date Completed l•' ' 19 , ' _ . , , -1-i.... .-- :-• . , .-.4,44. r,--; - . • . . . ' . • • . , . •A, . . . 1 a--- i - 1 ! •-,, — • •4) t , - 4 ,.. _ - ; • (-49P.--5 ' ..-.1 5 rtc---r-CS2. 13:4 4 $ 4 I 1 !... - C„:-.:. ; 1 ' i '-°th--‘- 1E",-r-rn_-e cc?__ • 11 fcri\or0 , . rx..„; :22; ;,,, . . .•-• I .-....4 „,.,.. ' . . . i t . • . , .. . , .... r . - r-2 1.7.•;* . , . . . • . . i +... ..: . : . - • - k ? r 4 ' ''.. . . . . - . .• -. 3.- . : • / . . . I I . . QL,, • — _ .. —• . .— — • 1.• • I-L/74 • o_ llnn- - 1TH If • Ns. n_ ,d _ Fl[I • • Ol VAT los) cf T ELEVATILo.1 • • . , • • . _ k77\.11519 I, I • . 'FLA.e__ ELLA/Ai-Jr..). aonaa Abv,,,o4 (3,nc• TO' ""..“ Ansmovao or caotwoits or 5 o f) cs,g, I •ps- By N4Coo.) .4.4‘..o.Qc•Zonujos./ 14.7y 0.1•Will•O144.1•IBIL• e Ills WO MI MI IMO WNW,• • • -. ._ 1 t• IR t. 1 SIO" CO ® • 0 $ -. . — .- 1-1 C40..01. SO/40-Ii. --I .0 .12 MI • i..• • II:• 0 Uyi.Ett•t,i 01 I• 0JI.00.0 $0 It. y .r. Y. ..“.” (otwr AS OSV.. Co0E--) V'a. 1 Mey..c 2 F5k n a no..nis % 3Ya.t0,4C COL r,tLeD -- ,7? %I c....1 A, si AuL-r •.1. 1903101., 2 - I— — 1 a 1 r —I I- Q • ,@KW __ ___I j i_ _J I • lOpt".R0,3•4_ , I IP clovi i C.3.1.,c,‘,4r i30.302,::Co4, ei.3 u v/I/Z.A/ coAdc Cu 0..4c,Ano•J Ct , iv pt., wilt.Ka"Go.* FT& e,.... III. ,,-- is ftep....2.. .,A"OC V trvi (r4 14)2 MI C=11 i I W,.3......A) ,xi _ _ . '0 ____ C4C:: ,v0=3 i 41.1 1 4.:_r - --- --— 1- S i calk P o....) P MI..)a.16.-n.,4 1,1-....4J ..Jr -- a ii.1 i?2,1•itit DP-.t. a.a RAVTUILI elt,OC C'VvionJA,.. .14I0 IC 44,er.14.7:4A1- 4Jiv.,kit,CEDAR ROD G ALyo Owl ay.It m.Po.) mooyE W)C ye41 ,44 s.r.T.4. oPTIsAIA,_IAAVLI _ ALL At.004.11) N, trni400....1•,ExTte.opx._000 R._ ;.f.-0,,E. ,, , ova.Alto. Ay -...\ AS Ilvevatc.. • LO• . _ 4‘...•,,, t ,. .A.4)•il.1:5- --- ---.... rA5C//0• OFF ri (.......) a?,,,,, 701.Pl.A TR 6 6°3(4'rit Di:- FLAME AA ATC•I, Ot,Lt",jo;FAuAlt, c ao.Sloxa _ MATCH WI /81.S. !..1 1 \/33.4.111DC. 0 GTN 3•I TRMA c a i ..t • ____ .•.¢.,•1.1, . 4AAIL IA 5.1.274 El t1 1 5- . 4,,e e C.G _ V' L . • a 6 II - Z..,,' , IL. >74'0'111611 CoOf k5 VII.I.0.0 MASI. 00)i4•ItIret,41- ...___.—."-EhL___ I e--C.A.A.A. 5PACE I t -1 C-1 1 x,v,...m.. aAScAlfAIT -, .--, 0 IR Au.,MR. G G-1-intJ . -..................-- ..____ . - k if I ..... ,„ •S . . ,• Wit LC • i • /35- . /• t 1 ; is j}. •�,�,, V,4,t�(,3 7 tR 1:it ai ly,l tit r p , .�•. , ��,, PP,, ,p r C f �t ,. - , � t • _ e J • 1� � _ ,�x5 dp{to� t - '� i • t k r • ^\ g. 1 rJ N i '110aidrt • }.xyyt, - 20. • • • • • \ " . , 1 .,,.., ' itisragno 04 '' // RbFOS6i). . • • �?--� boa crioe Yn' S • � 7 1 . • • • *`SEE REMARKS G�6 ' 1 • /.3$.� .e . Oct. 6.1986 , . e - . _ .II" JN 50629 K E V E N EY LANE Stahl" 40. tioE • d • r • • • 1.7 • ;; f - �; I CERTIFY TIIAT THIS PLAN WAS.PItEP! IN ACCORDANCE WITH TIIE CU.1Mb10NWEi 1 OF MASSACNUSCI'1'$PROCEDURAL AND 1 TECHNICAL STANDARDS FOR THE PRA( OF LAND SURVEYING 250 CMR 0,45 AND THE SPECIFICATION SKEET ATTACHED r {art h .. i• 1pi `s ` ... ` 4' 14j: 4 KQNNE7H y 3 ANDERS No.31299 nf� '�f6:St a t . • f t LAB.�. . ile/ , 0' ...• • Yy TOWN OF BARNSTABIFE , BUILDING DEPARTMENT• COMPLAINT/INQUIRY rRL"PORT Date .57}7 9 J Rec'd E d � Assessor's No. Last Name First Name - • ORIGINATOR Street_ —. Villa a State Zi Tele hone: Home Work Descri tion: 'COMPLAINT • INQUIRY Requestor's Signature .ireet Address e LOCATION [s A= OFFICE USE ONLY INSPECTOR'S Date 5'J fI GI ACTION/ Inspector � l COMNTS p .00 FOLLO;;-L-D t:C1ION ADDITIONAL INFO. ATTACEED COPY DISTR/EUTION: VEITE - DEPARTP -NT FILE PINKYELLOti - INSPECTORPZ INSPECTOR (RETURN TO OFFICE EGR.) KISC1 p 1. > $ y tC r Y , - ` T^► ToRN OF BARNSTABI.E , BUILDING DEPARTMENT ;,* 111 `"" "`,T { COMPLAINT/INQUIRY PORT �§ Date !Y' y^- / ✓ R CC'Q ' Assessor's No. -. _ ,y. , ,-Last Name ;.; �'z" - r' .', cam,,yy, j *;, 1- a Ati 7. 40,-:_u1 ORIGINATOR axle ;. r R Street t Villa•e.,�i4fii Q- �/ State Zs,• Tele ho e: Home : { Work ... =ti Descri tion: r. INQUIRY 5 x h.7l r/ � Px19, �r Requestor's Signature • COMPLAINT Street Address '� -} ' LOCATION A= OFFICE USE ONLY INSPECTOR'S Date - 9.-/-.S ACTION/ Ins ector COUNTS o.-4- T - 'Zt - G . r i . , .- Cara d ACTION ' ::5-1---e--- C/C2—E.--Z /.-io.. / , r ADDITIONAL / INFO. ATTACEED COPY DISTRIEUTIO2:: t-:FITE - D£PAA,TY.`'};T FILE PINKYELLOW - INSPECTOR - INSPECTOR (RETURN TO OFFICE EGR.) KISC1 . 0 71-./, 1 0 C"- -z - 1-I A 7/77, Assessor's map and lot number • SEPTIC SYSTEM MUST B!? INSTALLED IN COMPLIANCE WITH ARTICLE II STATE,Permit number .... .... .....� SANITARY CODE AND ' REOU .E . E TOWN OF BARN : . eti B9SBSTAD o .6 9y BUILDING INSPECTOR DMO** ,• d ,f. T APPLICATION FOR PERMIT TO ea e.G $ I TYPE OF CONSTRUCTION (A) O DI. /I7 19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 1 N 4.E-1051 LA "'C Co H mA2s U((J Proposed Use P o p e. I.4 l U 1J I . t 0 l� 1 Zoning District re 2N 'Z Fire District `�,1-/eAf s /9l.g' Name of Owner C2S G GooeG•6: PI A-88F77 Address Kcv E0 y 1-4 a r Name of Builder Address Name of Architect /I//4 A) f= Address Number of Rooms Foundation '`—^ Exterior tS Q Roofing ' . d', Floors 40 Q C- Interior J Heating ,A)..Q..!J Plumbing A O A)r Fireplace .0 4 - Approximate Cost ""1, .0.i °U P 2/F c. -f, Definitive Plan Approved by Planning Board 19 Area 4. I, (0), 0 Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i 7 'rvRC4 S / L_________±.—_-- , 7 n I hereby agree ree to conform to all to Rules and Regulations of the Town of Barnstable regard• g a above construction. *0 t Nark 1 Mabbett, Mrs. George 17021 add to si No Permit for family dwelling t/ , Location -t(d 2 Keveney Lane . ... h/P Owner Mrs. George Mabbett Type of Construction frame i .r Plot Lot Permit Granted " APri..17 19 74 , Date of Inspection 19 ` {{ 7 Date Completed jt. .l .�.Y.. . PERMIT REFUSED 19 1 Approved 19 • • slw aen+Ye+n m xe,yam Y, girt 1 / X /-\• rty-, 1 x r., ir 4 t.,..,_,,_ .. ......„...„.,_. [goon, ,.. f,,, 1, ‘., L:italkiniLjiLL4j1 . 1„ ...-I , :-`1,.. ' i ' -I , 1, p B, / cam', ' { r Ems``' lli s ( 1 ' d north west and south east an• Xt Pine Harbor Wood Products Ledwith garage Zia"= �' tie: pass i'i Harwich, MA Proposed 22 x 24 barn ,,�,u,�c�r: overviews ' 1 n,;N , ;, 508-240-2800 Cummaquid, MA 1/16/2013 , .... • . , , . • . , . ' - . . .... r't'ZI\'''.7.';;7‘.7 I'47441.k4 '-'sr'`?;i"-7- 177.:.,.?: TV r.riir47- .50" ti,".1•.', ...4.444.1e5t, , . "i'...•,,-..t.....,.. , ---,1A,.: ,,,,..-.,-.1,..t..,...,'1,2r5''e '-, • ,,,A .''''1"' 1 . • . .'• , . 33 ti .4,,•,t,,A,4,,i;*'.l•;.:%4,.,,,,,4i.:,,:tt,'i'4,-s.$,.,„,.•.--...1t_,-••,,,-.,v,0..;..f-',;•L3'.4"..r.e-1k1-,',z-'-.4"..,N'n.,-.;'7-'4',4•o.,-"'-44•*i-.i r 14,o qn,„of,r4,..-,,)0",.4.-e,4,3,.-4:-..,,zr,.';-,"74.r:1"e;;,.;44•.;',-?.-•..'.,,.-.02:.,',.-.,,?..::,.,r,1-;;,,,'..,-,...4 4;,u„.'r.t.-"',,e'‘..a,,':..-,..1..„.,-'z,..,'-.,i..1'-..;4.14,,1,,,.'r'.„4„,.14.,.',1:--..,...c5„,.-01k„-;,a-.sr,,.t,j,'-t,:,,T,,-'-`1,:•,.i"1Y-",,.:...':t-,•n>1...",.i„•(''.,„.„4-.',,,g.,--..4.,f-"44,7-.t•',.'.,4,,k-.'-.,o..4t0fi,:t„,-,4V..,*-,...-tr.,,1-•,.I,„,i,,4,•;,4;7,:,-,.2,;4.ar:.'/,T:.-.,,,,..44.•-'..4--4,*'...,.,,•t*.1.-'•;4'-,,:.--..-...--•.*,,-A44.,4ri.„....:A:.,•'.;..','r V-,,,.m;'.•,-'4•,,.1m-'o1./7•'.--iirif,"e;:r4..rv,ieL--e.`,.-:--.4 1,„,•,t-„.•4,'0,--.-:_-4!..r,',,-(i.'.-.14.r!1.,,:",.'!.,.m,,.-•,.-.•,.,.;-•t-1.,',..r.:----.v.k-e'4-u-t.:t`.i''-,.-.,.-Q:-t,,-'..`.:'C:f.i Nt;.'.l7,4•--,.-:,.-.-,.',.-,,,,.*'.,-.,,',,---1-z4,i-.4-.-5,I..-..4."-.•,4,,--,n.-..r*i.-..i41..•,t-..4.r','•-,,-,4•,,P.4-c'...'.4.,*..,=..,t?.i-1,,4",;..,"':.*7....-,..-..Ng1..r4r-Um4.-,_4-,4-4.°1.,.,7.4.i--14._,13.*„,,11,.,.1.,,.,.,.,„.; ' ..... ,, • . . ..„.,,,,,-,4...;'1'A.1-"4-t-.i44k,.'•,,4:,,k1- .1,V..:,„.1-.:'3g1;:.:':i=-!•,"."k,..,..i7':;.1-4,41*:,1 Z,k-.e-4"..,•,•l..ev,.:,"',:,4.'N 1'•1.'-k','•,.1.s 4,.1ii'',-.i"'r.t'"i':",,,':,'*"':'4„i,:,T1::"S-,':'' 1t,Ic,&:fv7:T....1'4:":..±.;;.f&k."-:v;-•;-7;,..8.4:.-4.`.-,,1 - a r • ' w:,.. r 4; !1 : — .0e4. it4,.l..%,..t3„Ew"'..4,.,, 3 •.:t•4,4A,,41., .. . . . . 04f.';'irlt.: t' t'31:>:;;1*''''•rt;45,c,,,,--rt,0., -,4.0. .r.-1-.V.tVgi*,;r:-.'7,g4i....7.4;-7.-447'....."0`..;-•':+...,4,-r " .... o''''''-,-.4-:. 1*-'"4--,i'''.-4'.%`.es----k' ".•,,,,-,r,...*-,,,,,.w.,s,g?, t.lr*.,•-v.'..ii,,,..,':Y6.,.,, i'. ,..., ; , . "-_ .-.-,,,,,,,.... i‘v.,„.....„,=.,A.:,.,43,,,',..,--......•,' ,i,,,,....,..,'444......".,.... .„. ;•._.: .-4,4, . Ae .0 b..bI4.74r-,."1„.t,.10:,,-1- ..1.1c...4..4,1',7',,-,k-''''":?''''..,"•i"-.•f,:;'?-• ....:i.i :P.4 te.7.4.',;:t". 1:1','":. It..4.‘; •T•3-rq'eFs', '--.,,r,-,1°'-r,,,,t,*-,2;F•',-Orr,','A',.45,...ii*r.f...., .2 4,1,1g.V.,...,A,,,,,,,,,;,.,-,,,,,,,,-.,e.,,i ..‘.. '.'r,'' ik • ...,,,e..4,,,,•';&.A.. , -.4 e T44,Z,.... 0-4,gt , , -....-..Nt'.4g5,,, t- -V-4-i- ..." .- ...'.5.k ,`••4-.-. ..0'7.• -.. .........00.0.. ”...,". '. ,,V...!4, tt.3,14,3,i3e,13,r4.3t-'.,-i3,,:..iT..... ',..t ,;e:',;'... ':tr :'? ' ', 4 4",.4.7 Y'^^4-:'-'• '' - ''.,1 4' -.:-' trn•-•'>'''%:.^ t4'44.:.;2' ''''';tr. -1V"..".,*k.,^1: •*"•,:‘,.1i_,„"'•',r,-74-.44.2,.....ti.,::',...>:';' ''- .r.-,.. t.H&:,., ',.:.-•-••,''''4....t--....,4..Aga&,f."' . ..e.i,..1.i A.,....1.': ..,'"'i't t."i.1':' ,,''''''''.:_4:,1,..1'.'''.,L... W-4.,,,,,,--'"--". . "--'4,1-4.,,,,,I. . .l.zixv,44,,, ...,,,,,,,0,-.1-i.,: •,.. ,, ,,,,•-va.,-,,,-;- i•fi 24 4,,,,?,,,!,1340...t.,.., i,'•-t-i, c...Z. '''Y'".'"'"' ''' '''''''. .'!"-,' . ...- ."-4 4,.•'. . . •.rilo-t.'ex3 t.., et . t:-*. .3......r..,.,r1.-rtttr.13n.3,,v3g343'..A, ' , .. .4.4,,*.,,c,,,,,-'1.i.;i3,6,-;.P..'•'.-... .,...1?, .-;,,,...e..6....x.-r',. .,, '''"'7.--N•.:-. .....,i;=‘,3 x4.-,-"...tti,t_c.."tt,133:-..-, ,-,, , .. 4 .........,.„:4 ,4. „,.,....1.„...,01,5.„4,. 5.,. .,....,.:.,„,,,,,,. .i„.„., ...A': .'' Itt"X".' -w'''.0 0'1 .t fifTfi..':Z.; 't ti..4.41, .) . '. . .,t,3„-.. r.,,...fir'I'Vr.- ,,,, r1„.....t...--.Fi.",,t.i`"":4," :44.42T-0., ' .i.".,'S. ''`4444-,, 4' -1?-:1-.,,- •-f,c.41i.- .- .''' ''..0 ...r*-',$ 4.;.•:. ..,,,.-,,I,:.. ,,,IA-..'ve.* -,..-.4,7,-,,,,,,,— ...,,,,,,,. .,,•,. ....--,....„ ,3,4..0..2.,...„.i., ,,..A, .„ .„..„,Is, ..... ..,, t...... ..,, i.-...,...,s— -,,,,,:i.k.L,,,,Afts.,.•',.sr- 0::-,- ,,,:,:g,'''s;-,,,,,.,k,:,A-,--':i t;-.7.41,6; ,,,,,' ;44,4-t-id..,,,ii 1....,- ,.,.t,f4 ';'L,---':.,,-0,..-,.--- ,;E•:, t - "-17;`-'7,-..-,s. .-, ,,!:.?....„, -.,. .7,--7q, .,.--.,4,7Sei..,„'..,;z74-- -,.,;--, t-T,--z : ,--..-- .-. -, .A.., .. -....241......,,-Kr-lf:4"72,r)Vt.1-Atoke.,..... ,..,....,.. 1'4 44... .77,,..,,f.',4- .,.., ,..i..ve. /...,..,4?..4.:-F. f4,.....4.-„cmxtp.,44,,,. ..,-„,,;,,,,-,41.0.',41.'.4:*.,;','-i.V.,,,r,-j..',..,;-....,',•-1;,-. 1‘.7,./j.•4.,."'"';,a'' IA ti..'.44,c.*.s.r.i'Vle.4.10.., •••71,7,-,-4'..-t.,.••;,,,,,,,,,•:•-•.t,:i',. • .r' . ....1..t' ,:, .-- 4,,. '..':.o ,...ti ,.. ..1.4. .,:',..:t.. ,.,I4 ,.. ',4,T i.' ',..g, ' '''.—4". ,-,.- .; '• ''' .*:..' ' ' r-',''.1;4-47 .;4:';'ik''.'1,e j? ' ,.;4&V''''^''''71 t.-CeP‘!...eiL'Atgir.4" 4.7e'V,,!:.t.4.?:.••v±:'....; l'-..r-,1•0,'i,-'T..,-;i:Y ,4';44....4r,i 4:,,,,-F.!i_kf',..;',1.-ir,';-1.47)....,. .*.:ii...7,-..,,;.4" .?..,./4,--x-Ii..i:v._,,,.-I.r.;.'N :•.7,...'f'....2.,,i.:t...r. ..'t,•'Y.i...:,; a.t 1-'• •::3,e0.W :P,,..-(;.:.4=1.-- ^t..7 ,,..--''. ,,i'•-; ..,;4-., ,: f.1.:'1*-_:;,4.4,-•.:-,,,-:,,,,,,y4.:;;-..-.- ',--.1-:;rve4-14vs.ssN;!•;-f.?4',4r.,,,..7z4.;'7,7g!,=..'--'44 E.'vt.7..-7, ,:•'' ..,..,-- ..,,et„t 47;.,t411t,"..t.1--;.-.;:;'..,4.4.. .8, ,,..4SP,,,. .1..e,T;:t4P.4....A.:4I7X,,-74,4.14:Fir,".? . , -..,4 4,-. , ,...t...1.::,.kr,. .',I-W.YW..,...,....'.....:::... -...;.^...*:if.k.k..&, • :,, .,..,,,,,.....,......,, ,..,:-J.,:r ,- ,%..0,',.....'W.f.',-,.,:,•':-" ,, '''': P'T'••?`,;,,s,.,--'..'11...1;.4.4.- .V,42-ri; ..i..;;-..te;t.4-.-'4, '.*''..2'''..1'.4 At etL-,-i,„,A,,4N:f,11,,,,,,,-4,..72.k.-:-..f4.,..-..;-ia ' '''''P 15-4&4-.-.4.7,1';',. .t....P4,--,../0-,...-&-,...'.--:5,:',),:P-*5 -.V., ,..1.. .-.--, :,f,-: ,- ..1.1v.1,u.:4"',-.5ttiv,..r1.-X.'t,g .‘,-,- ,ttii :-t-4.31,133,-1=.3., ,;.-1•....;74•47. ...-,,,.. ..;..,'4.4.,...;•'•7.----:1,v l''' 4 ' ',"!VN`'.'''.4'.P1,:-...,`44-•'''`''',V#.4C'''q..',1*.i4.441;1-0:''h'el';,1'...$'4g:: ..1*'-''' c."' 5'.P:',',,_V;74, ,,%1'.' *i ',;,.''''.5,•,,,,,i I.,...gri,L.,:. .",-,- .*r. ,ZI'lri, .. te,3.7-t,i,t,.-- ,,,-.,-!,4ff.'4,-1-4.. - . --; '•• ., ...,......oze 4"t''.-,-f..,,,,-',1.1.--•4,....e..r,s.,,,..4,..-'-,..,.V-1,-•,`,..,.*;."',....; ' .srl't.1 -- 4...,,x;.' ',.;.1.,:: '.,..,r-f4P6',... ...., E,•'.. r.":!'1Af ' e:t7..., .4.‹..,....,,,Ne„.*.... ..4:,,,,,e,,,:..,,,tk.,;,.",....,..-.:4".• ',*.' .g, 1.k, ,. 4,4:,.....k..•-4,4,4,,-,,,.# ,-,.,4.2•A *--;k44...'4,-,„:.4,•,...?..44 V74(44,;-' —'t;;;Z:A,4-0,11.-» . •••'%,''frk.'. 1..` tr-r,-15"..-'7,.,: ,.,..-',--1,',4,-xl.m.' :'-..,--:,*,,,,,,-,,.•rj,..,,-, ii,,,,,,:,..4,,'',44-...,;'''.,,,--',;',6„....-7,.-.4,1 ...1:41••.• ,. ....—,6-jgA .,.-ti-Wipkv7'.,1:irtl ,7, -,,•-•.,-,iffit,1,-, ; rei .-..it":.f....,ae,--- - - - ,..,--rffr•Irr: ,IA,t,.1.4Art. . „.,!'#ri.. :q •....L'.41.,k,-,40.'?4,'• •.r.S;•,, •.?"'a 1,,' •-''.,t 4"2.f.':::•*:-.--si'«t'.Sytf..- ::.2..."4":"-","-:`,,'4^ .41,,.-4,"kg- ..,..„„.."....,...4,?g,‘V,,,,,,. ^--z-'.: . t:'...,.,,,,,,,,,".•.-, t 't.v, ..ri.'....41'.....:.,S4, .,41. .4- a-.4...•.,'•,-4....,..‘,4 7i., ....lir •,:tej:,... f..?...14.L.T.P. :;”1. 4.'',..-'k '.'4'....:' •A''.tee''' : ''.::: :f-' 2 . '.f...,:. ' -' Ivn-ir. .-4-4,...i,-4.,,:;,-,L;s4---4,..A.,,;:::,-:.:!,,,:k,•::,...-..!..,..,%„6-,,,,,„. '•,.4,. ,,,k-,,,i.*:••, ;-4..te-...-41'. -71.,.? .1.,-...4.•,,,,,,',•,.. „...,,,„,.3..., ,koz ,33,3-.. „.. 31t.31(t .- .-.... t....,,,,, ...,tr., .,t,4_4„:;Aik'?1"*.ktjtk...,,,,, ."41.-...(0.. ...^:...,.1',.•:t1: , ,44.1rV.44r4.1'45.-,*.n.C`e':'4,,, V",t.,4.-,.1,e '''''**2:3e.4.g.".0'.,-,..=. .4.V4"*..;?' ' "";;I, ,-,,,'-it^".--'..%-..,A;-'40..$-,,,...,:141;'''i'77114'.!..31:.:,-,A.". .--1.''..;t"7.-'. .TT.--,'.:.--4.,.34.-79-4-33,.33-f.-4..:, ''...-;,',,t-v:77.3'34,,t3-,.,..,,,-.. ."i..13 ,l,t4`1"..t,,33,,et ".:.t,t,i';i,33.,it'*.',g,--.131P:it''',-t,".3.,=34, ''4.3',,,-e-',-`t.-AA,'t,,$,,t,'t,-.,'.--'-'.4..-,,,.1 4 .,..e411 :-:. 'A7d1-"tt.t.,',-,t.4-.",'• ,74V1'. ''e Vt,',3,VINita,r; ','"--'' i-xi ',44•••-',4 ',44.•;!4,-:-.:...7..°7t. .-.'*- /,••,r.-4."• t•-• ,..,•,.- .4.-7,--.;',.::'-....;,- s,' -:'44-6:..., ,-.'-'::.1.....e;,-..•,.-'...-.-.,'..,-, •---r•,,1'..-•:' --,..,.,,,-,......'?p ' frt.f4,11-V5-4--::,,--,'44 if4,`,,i.05.1'.7'.j.kl.''.;-..".;'.:1 '^../7:t 3.1.t.'",Air::,5°!.t4:•'.2P4,4r,fr't.,:,:Ik''' '''`'',.7.1,..''''''.'j.:•C'',E.';':;:e!:^`'''''..4.,54 .4141 '''''.:4,:ilAe..'''''-'..::4' '''''' -if''•:,'''..-'4',...z.k.f.',„,e.:4t"•:,,,'*- -7,1 -<-'.,I-Kt-z-..;•,...-t', :tOr,•,-,-; "f•-••-•,-,,, -;,..z.4-,--.•,,,,,,,, ..',5,-4.,,.,,,mp,,,-.!:.tvi.....:,,,r•Nrifr.... •:,z1-1-4.,,.....,.,-,, ,.-;-,--,4--',,,•••‘;-. ,.,Itlet-1,4441.0,.- . ,4:4' '44'''',"'It-'t'4,"'''.:2 .4,-,4_,q"&i,,,A,.4.!'&...5',,!..*,4...„,....,..,.. .. „;Vf.„ .tt"....',...::::,..;;'14,:.t.'.'..j.,.t.:/i-,, ,,,i,.,,,.7-...-,x,4--,,.t.'-:::::-.:.:fff.,,:,'',..^,..,-..7'."15, ,..i „,"',.;',3',.,y.,"itv..4-43.,;',,,--- - - - l'3.." 3.'31,3?„1.34S'''17?; .-4-kil,P.... .-.V.t4,..,T't,,i.„..4•:4.,,f'1*-,--4.4',V-z,„..--.A,k4 ,4.-"!\. •-•4..,,.-2,-!;14,V.ic!....",y4.-%--;-"-,c• -.......,•4-,.... ',' ,k4•S-,.. , ,L;-. t'-'44',1-rc,'•=4.7.r.-..,•'4,....••r'''..t.,jr,..;-,-;"%-. -#!--, ''‘,..'`'3:".?'' ' -'---,c''',,,i14.,..--'x'lif ,-.1v.,.:'.-.2,,,,''-,- .,:i.i.''v• '-',-, ',4, ---- t., ' A - ' ' '-.•.' .',.•-,•-•,,:t:A.-..',,,' ,,,.,,,... ..Z At"'7,,- e,,,-.4', -*`..."7.4.t.lc-„,..r-,....;t0 ,......-,--, --t.....4,,.... ,,,.......4.-.,.--,_,-....,...,-,::,.,-,--,,,.., ,, , .,..-,-,-.,-,•....--..,..,1 -'. '','"I'",10-'''''''';'-i--?2,:..-elM;'::""g'r:..".1','' ",,....s',31i.-,-1;.,,- ...1"!..2'"i-.% t4-':'..1..t.'' ''Ver-'''r•sP- -• ' '''.',..--44.1 '4F'',.• 4: -,,,,,-,,,,,.,„„ ,„,..,,,,...:., f..".- ,.,,,,q..11. 0..1?,'Zi.,,,,10,,,,-;•,:ar.',4...,, .,;"•3:4.:' 34,,,ttfiA:3:,r, .'0^':-.'. .r.317-'r4.1.1;---.V.*;'..,,,e,:. 4,,,t,.A''•••Vr."4 r,*"..;‘C",'"..5i•ett..,:a4,4.,•44,•-•1A,,,..•x?'14.1,IF,. 7.,4,..1.,4Z.0,•-•4.....4.,,F-....4.,-a4,,....,.-4x*A4.-A,.,,.. ....4r...!&.,4•,•,,,Ai., - .4,..40',..i.,...v,,.... i„.....,,,44,..,,,.e.,!..e.,"7,4 ,,i,„:"4,4 .. . , , ,,.,1.„::,,,,,... ...,„,. „.4:::,,. ..,,,,L,,,.„, 4'....,,""q^: :424,:."..''',;i";2,%,.... ti.:;.'",,Ti:Att.',-i .4.:#^",;,-;,,7•7.4‘,..,41'1,,...c'-'...•..•4..\: .;•,.;.",-,•..,i..4,1,-,--‘..,-,,' 't.,.,.,-•-1' .t. ,.. '..,,, -.... .-I.. -;:. .,.... -..,.. .0:-. ....,-:,I......• '...,..1...s. ...,....,..., . ,-4, i.' ..e..:-4w-3 4.. , .1.- . .-,..4,..„ ,=,,,--,v.., ,,• 4,4.,,,,,,---.,..,•-......-,-. . ,„4 .. .„, .....,„-...4,.•44..,-• ... .„._44,. ...,4.4„,-, .„..to,..4„....i, t- /,•!..,x,,,,..,0-:-....,„,,,„,,:„•••,..,.,.,,,,,t,44,„4,,.,,,,•,. 44.,.;.,;,..-1 •,.--...,.>•-•,:.„.,,4,-.....,4,Le,Ai-k.4,-,..ik.-•-••-.1-, •.4',,,,,,.,7':---, ..--,;;4.-.1,,t,-;t4-47-,-,,,,n;(41-7,,,,,,,. T... ,,,...e.c„.L.,,t, r:trZ,.:V;-41,'T. 't' !',i ''''}'T...,,41....:.^-*;,.;• -•'*'.'"c''2;,..4 ,t,c,.1.,,,,=.,;..., .r.,-.....:.,...„ .,,,i,-,,,,,,,.,kv-e.e*,..h,q;4 , i.:Nif .. ,,''Ae.' '1',''"--1:',....i.c'i'''''', `:' .''' .-4,44÷:4.\'',""ei''''''''' '1.e- '4°'-''''''-'`"- '' '' '-''••-'-'''''• , 1 .,,!x,.-,4,,,,t...-?,,."2:.,,,,,,„?,.1g.N2e;te ,itt-T-14%,•=ei,,-„ ..t.,„cr,„2.,....,y, ,,fol.:‘..-,..ir±r,,:-;:,,,,Ai,p41., -0*.,,11444,2,r;:kz,,,,z7tr:d,,.k,,7„,,,i„)..,.7,,,,F?„:4,:.4,,,t.:,silt.11,,t4,,s,„:...,r4'4 ,,,,,,f,--....,."4;-0,44",,,4,7:4-1,..',02-.-4.4,,,1!-,i-",!,,,-'il-§,4:'-'11. .2..4-i.,";' ;-...,::i -k'.;.1 ' 4, „,..„':,-- - ..-."4.A .",., 4,- ...4-;-.. .'.141,, ,,,,•,%',.1...., ,V4,-,, ,_-,,.4:- 4•-A.--,A4'; r.. , -L, •.1f..".'..j'-it 'il..,'.-:::•-•'•'-',--'1:4t14,::-.4t .'" .--..,,,-,I.V.SA..4,,--;,,,,. +,:••,,'... :.a...A.47. ... u-4 -7.1•44-....-4--.4:01.-,.1.4•:',14.4:„ :„.,1,',..4*-- -.1.44‘..c...,'Ll.1.4.;•,:....;41-444.4.4. : .......4,44-Ev,...: 4,....2,-...4-4,444'... ..1,1..44,4,..'"..,aate.,.4.4...oE4,, ra,.4.-....,..,.....44....,..t54„,...4,444--,44...,....,,,4444 7. ..4;-• •,4..s.u.E.4.C..".z..,.,,,,-;...--44..-.e.....4.a.,,,',.......,-,-4:.;,,A.--.4...,k•4',47.- -.....1Q....i.„,r.-11...4e.‘,„:„..„,,,,i5x,401,41,..:.,44(.714.,.,-4,.......,.:- ......,a,4„. ..s.:41y....4 ...4.4-4i.. .,-„Tow,.......... • • -.. ....,.*,,,,x,,......4.,..,.....t., •. . . -^:t •-•.,- '.."--.'er'9' I j P , . ,,. A 1. .. } ,..."'....* 1,, ' k..• 1:,... , . a •> ,li a , j4 1.,,e 4,-"*.•rl r '4'41 t...,.,,.. , i ,..., ... . .:._ . . ' i , -.. . • - t . . , 1,4,•.• ..t •f ^--- . !; i CV1/....'1i -i Z1 -; , , v , _ 4 -p.: ,7t.w.- -',,,,,*:::,-,744.„..r1-kot:i • kl a i:.7!,.,1-; , 1..-:.: 0• 4:,',,,,t, 11',0,0kg.q.' t r- pc,a t- . • ,: jj'. ; i ).-: or-,4..c. ,).;,.'.'-i::: !:' t ,,,,,.. y:q•wi,,,,,I.....7) .. t .. ,:.,,,,,,,•..,;,..,,,,..:,,,,,,:..;:..:...., t • 24'-0" . 2626FX 2626FX 2626FX 2626FX east _ .-,_.. .�. i J A 1 T. ._.0 r ._. . I 1 . j . .. _ _ . _.r _ _ n O east v - -2436D14- — — — 2436DH— 2436DH- — — — — v 2'-0, - - - -T r n ' -o o T • I . 7' top plate 1 _ = I 4/12 pitch -- o N 0 1 ` 1 1 - c G north O J Ev N i south N - north c south BARN RI II II II I it I o X �- x 6' 8" top plate 11 cT 2�_0��I 4 11/16/12 pitch west %-o' I :_ __, ll_� ,_ 1 ___ — .11_ ___ , _ITS .I1 1i. l�;) A — -2624FX— -2624FX— 2624f X— 2624FX- 2624FX— 2624FX— 2624-FX — -6 v i u 1 1 — k hi 9076 9076 _ _ - .--- --- first 24'-0" '' floor west i, Stink- 0-16. G /Z 1 ;?mac, t Pine Harbor Wood Products Ledwith garage 1/4"= 1' °net first and Page ('I\I I IZiI;(P Harwich, MA Proposed 22 x 24 barn 1/16/2013 Z 508-240-2800 second floor ., Cummaquid, MA . 24'-0" col- fit✓d(z` ZIL4'e �/G LJ'. , ,tdo_c eir Ise aY18@e a., g ussrafters(2)2x8w/2x- L 8 tie sandwiched/doweled V I (7q 32"oc,1 x 10 pine,#15 r p• D o d - 2 x 10 ridg-- felt&r.c.shingles fisri ‘ulc 60 - , 4 pitch • H. ..ch5cAh /411/16 pitch r @ 2 e , 4r► • T t.o.w. �i�2 x 6 pt sill, confirms ubfA . x7r . 411 6 s� t.o.w. anchor bolt spacing, e,,,vtzoir � a o 8" wall, 8" x 16" '' - 1 x 10 pine sheathing footing, 4" conc. attic storage w/w.c.shingles 40,„ i -Ve 12 .tch H.2.5� floor w/ mesh @ eachA , --ile GARAGE FOUNDATION a c ol- ,i I 4 CV l 51/2 11 7/8 gtutlam w/2 x 6 decking I .. cfb5 ' 1 S i ri fsf9 r4 S' ib l®0let > N M'4- x 6 _AV�; 4 @each / - 2 timberlocks —@ each a contact 7' - 4 x 4 77 I I I I I _ I 6 x 8 I • 7-1- 7 corners / • / sw60@ A // drop top of found for doors, 9' 1 1/2" r.o. .° u (� /each6x6/ (2)#5 rebar II - 2"clear ` 2 x 6 pt sill,8"wall,8"x 16" L .,...— �������� ������ ����������������������� ���� • _J me V shg,4"conc.floor w/ C 6'-6" >k 11'-0" 6'-6" > Aim fo z-- ter- ( tr--t., SkZ� -_ • I . .,.. � of MAss4/ G "/o, MGHELE m„ i� GUDILO � , pL 4,-)o S114o 34-�4t\. cc�044, "99 9Eoisc-'' �� �AFssi NA; T : se Pine Harbor Wood Products Ledwith garage 1/4"= 1' title: preliminary section ra /' 1)1"sN1 1Proposed 22 x 24 barn 1Z1;C)I Harwich, MA 3 p, -- " � ••� h 1/17/2013 & foundation • • _ Z1t3 �. ., : 508-240-2800 Cummaquid, MA