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29 -325 333 Acrebrook 2018-12-11lJ .;. ,. ... ~ 'l />. , . . , ~ .. TT §BBi( ~rrrn,, ~ /\ Jll~I l~ l~11mmb'~ I I f::L"C:::U: z s DD Lr + I 7 D D D 71 .1 1• I /f D I LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION 1/B"=1'0" 1/B"=1'0" 1/B"=1'0" ( LJ rf -r a -rn d:> 1---UIJIIIU UIIJ~~~~ ~~~ 1:::: ::::: :: : : : :: ::::N:: :: :: : : : : ::i,<:::: :: : :: ::: : : : :: : :: : :I ~.~~ = = = = = Jll~~~~ll===~~~~~A / \ l i I FRONT ELEVATION II / --~S, d I ELEVATIONS ::,e,ALE 1/4"=1'0" PLAN PREPARED FOR PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 461-2B'l'l fo(l. 333 A c(l6 (3flPo ~ <- ti ,.-" ,, ,! ,_ a;:, N ~ r--~dN~ DEC.K 12'-0" X 12'-0" ~=1t==------H--------62'==~~----------~ k-2' 36' 24'----------~ +-----++ 6'-6" 14' 12'-3" I + • 3'-3" -r-4' 20' 11 +----4· ----+ I GSY'<B.M 4036DC. 2440DH +--3'-8"---+ GSVJlrM 6068 n I l :. o-0 ·:~ ~t~~{Q~ J: Cl 28 O ; -3'-1Q'~2·• ' ' ~ NOOK a~ '<~~ d) --C) -' 0 N s' ,en N lL ~ ~ N Ii, \ +----4' ----+ 3d6~\ GS.Y'<B M +==J-,96"'6 M _ V r ~@ ~ l N 4PL y q 1 /2" L VL FLUSH BEAM :i ==~·========&~:= 5068 L I e~"/W6ipl~ 12· ;.:;:; POST ~ •o• GL RANGE GAS FIREP GE GREAT ROOM ~ .---;-----r, \l) 0 1/1\i, DRYV'IALL ON C.EILV4G ANO\ALL V'<ALLS GARAG 4" POURED GONG FLOOR @~ 10 :::! -"'" ('\ ' ~ C) C) ('\ C) Ji Ul -------, r-------------i r-1 I I ~ ~~ IT W-4' in 6 -, O". 0 ~ C) ~ ~"~flL[~ ~ l I ~-DINING ROOM st" I I I I I I I I I I I I I I I I I C.ONT'O PORT AL FRAME R602. 10.4.1.1. ~---------+----i I I I I I I I l st" -0 j ''~~" 21H 2T:' +--'-',~'-"-+ 'I8 t-;~85 DH 281DH GS:~_:_ c6' 3-~1,2 O TDHD~-10" -8'-10" 3'-2" 6'-~---C.OVERED PORC.H 3-2x10 CONT'D HEADER ~ ~ I r h 1~ ~DN-----1 c-, ~ ' N qo£o ( 6'-6" qoe,o 11' -----+~-6'-6" ------LIVING AREA 1005 sq ft k-2' 24' 12' 24'--------------a>< ~----------------36' ~---------------------------62'----------------------------a,,I C.S.11'1.B.M. = CONT'D SHEATHING V'IALL BRACING METHOD NAILED 3" OC EDGES b" OC INTERMEDIATE L/SING I BD RING SHANK COMMON NAILS tp I st" 1 st" a;:, N N r st" I FIRST FLOOR PLAN SC.ALE 1/4"=1'0" PLAN PREPARED FOR JOE DOMINGOS PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 461-28'l'l ' " • .., d) N r "? in ;:o ;;. h 0 _, t-: r~ J: N ri1 st 0 1 j-.'.. in r st i I ~ LIVING AREA 002 sq ft t-,------------------------------60'---------------------------f<e-----6'~1,0r'-6" 4'-6" 3'-B"Ie·-e: .. ~· 2'-4" 5'-4"1~.:~I.. : ··1· 24 1----4' ---+ +---4' +---4 G.S.Y'I.B.M. G.S.Y'I.B.M. TEMP LASS G.S.Y'I.B.M. 244 D_t;V "'244 DH 2B4 DH 284 DH ~ 0'-6" -:-----r==tF-lt+::\+:==:::,.__ MASTE t BATH 14'-" N ';I N 6ED"'fMll3 ~ 1 @) ;:o \.) a st N @ 14' l o ~ l_ ----_LLINE OF SL\)PPED C.EILIN. ~~ o --L--rn AGGE 'CJ d) '° d) @) N I EXTERIOR DOOR ~ @) i ii;> st ~ t N J: ~ N d) ~ N 0 ~ t ii;> st _ _J_ I ---~LINEOFSL ----~ O MASTER BEDIWOM _, BEDROQMjl2 _ Co ~ ~ I ~ EAVE • ____J ~ ~ LL a a Q!'. l 12' N 5'-4" lj_ ___ --1-~15•------~~------,..._.L---,,, 14'---+ 4---+ +---4'-G.S.Y'I.B.M. :JB4 DH 28:rH 1 2:t:tB4H G.S.y<.BM l 2B4rH 2Br_:DH G.S.Y'I.B.M. l-s--6' 3'-2" 5'-10" 3'-3" 2'-1" 2'-10" 3'-2" 6'------J \ --------15' 5'-4"-----+---3'-B" 12' 24'--------------s., ------------------36' fE-------------------------------60'-----------------------------i SEC.OND FLOOR PLAN SC.ALE 1/4"=1'0" PLAN PREPARED FOR PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 461-2B'i'i t-'----------------------------60'---------------------------"'1 ' /12" X 4B" GONG. GOLUMNS ~6' 6'~ 3-2X10 PT FLUSH BEAM I• II II II II II II II II II 1112'1' 5'-..+-2' 24'----------1· 13' 6" ~2X10 PT FLOORjJOISTS@ 16" OG --,---_..,.~2'+--4' 20, _______ _J r-- - - -.....,l------+---___j---------------------t--------;i;--~-------1---11-U----ll--ll---Jl.----ll----ll----ll--+-----1ll--------t--------jl -,._ ·, · . .,. ·,.: .. :: :· '·., I ;a I :·.-. :: : I I< ·-: 1 ~ I': ;_ I ~ 2X10 PT LEDGER BOLTED I : ::: I r ;a I ,' ·: I -f(~ -~.--::: . ·, . --:. . . ' _____ 2B1 LS ___ .~ i·-;:,-::-~ .. t·:·: J L 1-· .. , : .,,: I NOTE: DBL EVERY OTHER JOIST 1 ;. . UNDER KITGHEN LOAD 1-1 .. · I B" POURED GONGRETE IAIALLS AND PARALLEL IAIALLS 6 ~ I V'I/ 1B"X10" GONT'D FOOTINGS -, ~ I 4" POURED GONGRETE FLOOR ~ ~ av ('L1 i~ I~-I o ~ I ::1 x@ •. N I ) I 30X30X12 GONG. PADS LVL ENGINEERED GARRYING I I '.: I BEAM AS REQ'D. t I ., I B' B' 10' 10'----b ~ '<I' N ";) d) BEAM BEAM , . POGKET5 t POGKET5 _:j I lfl 3 1/2" LALLY GOLUMNS 1-lfl 6 -, Q!'. av Sa lL ' 0~ x@ lfl I N J ~ : 1 8 :J I· .. I _J _ ~ I ; '---;-•• • • : .. ·.·• • :::-=== == = = = = :':C =' ;::: :::.:::.:::::;: ::-. ::: ::: :::,::.1 ' :1N ~ l·i,I d) _ ... _ UNEXGAVATED I FILL I •~-• I ;a '° I :.< I I .... I st' N st' ('() ~ c:, '<I' 1 1 : ··: L_____________________________ J .· : I .. : . . . ";. . ' · .. ,·. . .. ,-. . ; : ..... •, .. , ·, .... : ., ..... · ..... ,. . . . .. . ; ' .J!......JL....t.. ___ ...)_ __________ +------.,------'---.L ' ,.. 1=······ ::: ,-.,·~ l-e----------------------------60'---------------------------;o,< FOUNDATION PLAN SCALE 1/4"=1'0" PLAN PREPARED FOR PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 461-2B'l'I .-1 .,, ',J CONT'D RID<::,E VENT ASPHALT SHINGLES Y'I/ 15# FELT ARCH 'lO 30 YR 5/8" CDX SHEATHING ROOF TRUSSES @ 24" OC TO BE ENGINEERED BY MANUF. ,/ 6-10" RAKE T.B.D. IDGE VENT 36" ICE AN Y'iATER BARRIER 2-2X6 TOP PLATES 2-2X10 HEADERS :>Ii-.! R-21 INSULATION ___ ,.. 3-2X12 CONT'D HD DEC LOAD BEJ.i.RING POST NOTE: ALL FRAMING TO BE K.D.S. #2 AND BETTER 3/4" T&G ADVANTEC 4-'l 1/2" LVL FLUSH BEA LVL ENGINEERED CARRYIN BEAM AS REQ'D. 3 1/2" LALLY COLUMN 30X30X1. CONCRETE PADS ALL CONCRETE TO BE 3500 PSI 18" X 10" CONT'D FOOTINGS Y'I/ 2X4 KEYY'iA Y PROVIDE RAISED ENERGY HEEL 6" FASCIA Y'I/ 12" VENTED SOFFIT 1/2" CDX SHEATHING 2X6 EXT STUDS@ 16" OC 36" ICE AND VINYL SIDING Y'I/ HOUSEV'IRAP 2X10 BOX SILL Y'iATER BARRIER 6" FASCIA Y'I/ 12" VENTED SOF' OPTIONAL TO BE DETERMINED VINYL SIDING Ilk--R-21 INSULATION Y'I/ HOUSEV'IRAP II 1/2" CDX SHEATHING 1/2" CDX SHEATHING VINYL RAILING AND BAULS 3-2X10 FLUSH PT BEAM APPROX GRADE ASPHALT SHINGLES Y'I/ 15# FELT ·~RCH 'lO 30 YR ~/2" DRYY'iALL ON CEILING AND ALL X6 EXT STUDS@ 16" OC 2X6 PT SILL RS Y'I/ SILL SEALER Y'I/ 1/2" X 12" ANCHOR BOLTS @6' oc 5/8" CDX SHEATHING 8" POURED CONCRETE Y'iALLS DAM PROOFING 2X4 INT STUDS Y'I/ R-15 INSULATION OPTIONAL 4" R-15 RIDGID BAORD INSULATION 12" X 48" CONG. COLUM To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and/ or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. LAURA'S ARCH DRAFTING is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. 18" X 10" CONT'D FOOTINGS 2X4 KEYY'iAY GROSS SECTION SCALE 1/4"=1'0" PLAN PREPARED FOR PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 461-28'l'l