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:A.1 % SCALE: 1i4" = 1'-0" A9.1 SCALE: 1i4" = 1'-m" A9.1� SCALE 1411 ��-/T,1 A9.1 SCALE: li4" - 1'-01. <br />1<D <br />FIELD VERIFY <br />VE <br />0-5 3/4" (01-13/411 31-13/411 'o`-5 3/4" <br />10 <br />1 <br />0 <br />s <br />1 <br />100 51-43/411 40, *-13/4" 5'-4 3/4" <br />CCM 2860 CCM 2432 CCM 2860 <br />R-11-9 114 <br />a <br />RD- 2'-5" X 4'-II 5/8" RO.2'-0" X 2'-1 /S" �� <br />RO. 2 5 X 4 II 5/8 <br />V-6" 8'-6" <br />_ _ - -:.::: <br />X4 <br />2 <br />❑ <br />►� <br />' Bunk R». <br />Bath ,�,�-_ <br />'-0" i �Nw <br />= = <br />CLC. _ <br />i , a <br />\ \ I I21-4 <br />I t C h e t1 <br />2'-41/ ' <br />13 <br />12 <br />2-4X1-0 <br />v S <br />— Y <br />1422 <br />2411 <br />oo�� " <br />- <br />311RANGEI <br />3 <br />• <br />\ LINEN (� O <br />®- - - - -�-_ '.: �� - _. - -. - �. <br />_ <br />2'-6" <br />5 2'-6" 21-/ , <br />//{\� GJ <br />I <br />12 <br />5 <br />20 <br />11-1/4" <br />12 <br />L <br />5 2._6.. <br />_ <br />ARCH CO.`\ ARCH CO. <br />\ I I I <br />\� I <br />IJ <br />-' <br />I 1 • — <br />\•\\ ,� 4(D-12 <br />CV <br />10 <br />® <br />' �'--_---- 1, 211 \ -- —_—T— --1L—_ � /!'—_— —_ " ------ I_vi <br />s __— ,II' <br />-------------- --- -- <br />PLATE LINE <br />€ <br />! <br />j <br />--- -- \ , <br />11 --- ---__FT----- ---- <br />GUSTOM:3080 ,,, `\�\ CUSTOM GCM ARCHTOP <br />CUIFD ARCHTOP 2X12 RAFTERS �' ilI-(2)1X12'5-----� �-----------�' \` \�-� 2x12 RAFTERS RO, 3'-1" X 4'-115/6" <br />3 <br />lL So `'� `\ <br />\; <br />, ._: <br />_:'_::.. <br />- — <br />- - <br />- " - iw����` - �i DOOR RG. <br />.. ...................... <br />o - o000 • - - 0 <br />�• - " - o - " <br />0000 - <br />oo�o .. <br />RD. 3'-1 : <br />,� 16" O/C �' �' 1 _ _ . g 16 OIG <br />X 8 -0 -- _ ---- - - `_----- N <br />X I \ 4 I X <br />o� <br />® o00 0 0 <br />,hath rinLu d <br />„ <br />1 <br />lu <br />_ <br />VAULTED C . W/ BEAMS <br />I 0 <br />o o <br />I <br />I <br />1 <br />I II SEE SEGTI S <br />19 <br />21 <br />R=1'-6 13/16 <br />- <br />I <br />a; <br />1 <br />Ik ti\I ARCHTO6R wb NIT ABO I I \ \ <br />I I I <br />I I <br />0 <br />SC TI OTE ED <br />E E14 <br />, <br />- <br />IF <br />I I I <br />f I \ <br />- <br />. <br />n <br />::. <br />-TOP OF SLAB <br />- - <br />4 <br />CUSTOM CUIFD 6080 CUSTOM CUIFD 6080 CUSTOM CUIFD 6080 <br />RO. 6'-1 3/6" X V-0" RO. 6'-1 3y8" X 8'-0" R0.6'-1 3/8" X V-0" <br />I <br />_ - <br />11 <br />:..................... ..... ........................ ..... .................................... ....... .................... :. <br />CUIFD 26 <br />1 <br />gi <br />S <br />s <br />RD. 2'-1 8" X 1'-2 1/2" <br />I <br />I <br />t <br />EEi <br />t <br />Cl HEAT-N-GLO 8000GF GAS FIREPLACE RO. 40" X 46-3/54"H © ACCESS PANEL ABOVE IN BUNK ROOM FOR MECHANICAL <br />® CER TILE SHOWER - PROVIDE SOFFIT ABOVE AT V-9 3/4" ABOVE BATHROOM CEILING - SEE SECTION <br />O 9-1/4" X 5-U2"W Ix BOX BEAMS AT RIDGE AND VALLEYS <br />® 1-1/4" X 3-I/2"W 1X INTERMEDIATE BOX BEAMS <br />s <br />1 <br />0 BARREL VAULTED CELING - SEE SECTIONS <br />Woods <br />Cabin Floor Plan <br />2 foods Cabin out Elevation 3 <br />foods_ <br />Cabin East-I.Elevation <br />I <br />Aga <br />SCALE: 1/4" = 1'-011 <br />A9.1 SCALE: '44" = 1'-0"-�,�,�.�,.�, A9.1 <br />SCALE: 1/4" = <br />1`-011 <br />6t <br />ExteriorMateria is- <br />I <br />-- <br />� <br />MATERIALS TO MATCH EXISTING. REFER TO ORIGINAL HOME CONSTRUCTION <br />DRAWINGS FOR DETAILS <br />O <br />1X4 CEDAR TRIM OVER IXS CEDAR TIPPED EAVE FASCIA <br />2O <br />AC6033 CROWN MOULD OVER 1X6 FRIEZE BRD. O 1X6 SHUTTERS - PANELS VARY PER ELEVATIONS - PROVIDE WROUGHT IRON <br />15 <br />STONE TRIM BAND <br />FALSE HINGES (SEE NOTE 9) OVER IX6 TRIM 16 <br />3-1/2"W IX TRIM OVER 1X ARCHED FASCIA AT EYEBROW ROOF O 12" HINGE STRAP "101124 W/ JAMB PINTEL "2033 AS MANUF. BY TIMBERLANE SHUTTERS <br />THIN CUT STONE BASE <br />a <br />11 <br />METAL CAP FLASHING 4 TERMINATION GAP "CT3-PAWN AS <br />MANUF. BY HEAT-N-GLO - TYP. <br />I <br />4) <br />SLATE ROOFING PER SPECS 10 SOLDIER BRICK CR5. ARCH PROJECT I" PAST STONE OR BRICK <br />O <br />BRICK VENEER - PROVIDE RANDOM STONE INLAYS AT AREAS SHOWN !1 PROVIDE 4" SLOPED STONE SILL AT TERRACE DOORS <br />18 <br />STANDING SEAM COPPER ROOF AT EYEBROW <br />19 <br />8"W BRICK JAMB TRIM -PROJECT I" <br />O <br />STONE VENEER i2 CONTINUOUS RIDGE VENT W/ SHINGLE FINISH - TYP. <br />20 <br />ARCHED 2X FILLER AT EYEBROW FREIZE <br />1 <br />R=11'-101/2" <br />( <br />O <br />4" STONE WDW SILL / CAP SLOPED 50 OVER 2"H STONE BAND BELOW i3 THIN CUT BRICK OVER 2X BACKERS - SEE DTL. <br />1 <br />7 <br />10'-2" 2'-3 1/8" 6'-101/8" 6" 4'-1" 4'-1" <br />HOLD BOTTOM SILL PIECE I" BACK FROM TOP PIECE. - TYP. <br />14 THIN CUT BRICK <br />21 <br />2X JAMB TRIM FILLERS BETWEEN DOORS <br />3'-8" _2" <br />A9.1 A9.1 <br />I <br />THIN CUT BRICK 2X12 BARREL VLTD W. <br />CHASE FINISH, FRAMING <br />DTL. TO MATCH HOUSE <br />3 PLY 3/4" PLY'Wp i � (2nX12 HIND <br />ARCHED SUB FASCIA - -� - - - - - - 1T��- <br />/' I 3110- <br />2X12 RAFTERS .J <br />I <br />'916"O/C -FILL IL -�- "J <br />Il-1/4 <br />2'-6" <br />CAVITY W! FOAM 1271X12 I I i <br />12 <br />12 <br />o <br />INSUL. I -0 �� <br />X12 1 <br />`" o r2nx12 rznxlz <br />I <br />• <br />r2nX12 <br />PLATE LINE <br />$ <br />.IIF <br />Mech. 4'-2" 4'_2" <br />- — <br />MRD. RO. <br />o o ._ WDW RO. ............. <br />. <br />o00 <br />.. R=24-1/4 �oo�o <br />J <br />R=1-6 13/16 <br />S <br />_ <br />O 0 <br />B t h a ther Irl 9 - <br />. <br />SIN <br />o <br />I <br />I <br />,� <br />4 GONG. SLAB <br />ASSUMED EXLu IST. <br />4" CONC. SLAB ON GRADE <br />1/2 CRS. 6" CMU. SET ON 1=1 11=1 1=1 1=T- <br />EXIST. FOUNDATION - PROVIDE ANCHOR <br />I <br />FLOOR LINE <br />I <br />I <br />3 <br />=1 <br />I I 1=1' <br />BOLTS AS REQ D =i I– I <br />3'I RIDGID FOAM INSUL. ASSUMED EXISTING FOUNDATION <br />I <br />I <br />I <br />OVER ASSUMED EXIST. TO REMAIN <br />R <br />FOUNDATION WALL <br />1 <br />4 <br />4 <br />5uilclin <br />section 5uil.dincl <br />section <br />goods Cabin North Elevation <br />Woods <br />Cabin West Elevation <br />:A.1 % SCALE: 1i4" = 1'-0" A9.1 SCALE: 1i4" = 1'-m" A9.1� SCALE 1411 ��-/T,1 A9.1 SCALE: li4" - 1'-01. <br />