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<br />BLOCK
<br />WALL
<br />DOWELS - #5 REBAR CONT.
<br />SEE FOUND~ @ SLAB LEVEL
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<br />LOCATION " : " .,.;..' "',J
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<br />DOWELS - BLOCK
<br />SEE FOUND, WALL
<br />PL, FOR ( /~5 REBAR CONT,
<br />LOCATION '/ @ F.F. SLAB LEVEL
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<br />COURSE ~'j ,SEE PLAN
<br />.~ ~ -_-'f"'-_-'~""~ I 1
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<br />FINISH GRADE "" .. \'
<br />
<br />I:' } ;" :'11 W,W.M,
<br />Ilo..~ ",. ~~ d
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<br />.w,M.
<br />
<br />#5 REBAR CONT.~
<br />@ SLAB LEVEL
<br />
<br />~, ,
<br />
<br />#5 REBAR CONI;
<br />@ SLAB LEVEL EXTEND SLAB
<br />11/2" BEYOND
<br />BLOCK FACE
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<br />f1\ EXTERIOR FSEARING
<br />\ S--11 ) I STEM WALL FTG. SCALE: N,T,S.
<br />~ i-STORY
<br />
<br />-
<br />
<br />I 3 ,PORCH SILL
<br />\ 5-1 ISTEM WALL FTG. SCALE: N.T,S.
<br />
<br />. '- dl
<br />b ~SEE SCHEDULE
<br />_ FOR REINF,
<br />( 6 \EXTERIOR DOOR SILL
<br />\ S-1 I STEM WALL FTG. ~CALc.: N, r.~,
<br />~ i-STORY
<br />-
<br />
<br />I 2A (2\ EXTERIOR BEARING @ GAR.
<br />, S-1 ~'SJ-1 STEM WALL FTG. SCALE: N.T,S.
<br />i-STORY
<br />
<br />--
<br />
<br />FRONT WALl.:
<br />OF GARAGE (PROVIDE 11/2" X 16"
<br />1/2" EXP. JT. SLOPED RECESS AT
<br />GARAGE DOOR
<br />ALIGN DRIVE WI \ ~ ~
<br />BOTTOM OF I I GARAGE
<br />RECESS & PITCH :: FI,\!. FL,
<br />DRIVE : I
<br />
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<br />.:.. ~#5 REBAR
<br />3.5" CONC. DRIVE r4.
<br />w/CONT, JOINTS .: ..
<br />10' O.C. TYP.
<br />
<br />2 X 4 P,T, PLATE
<br />1/2"X 8" ANCHOR BOLT
<br />WI 2" X 1/8" FLAT WASHER
<br />6" FROM ENDS THEN 32" O/C
<br />OR 5/8" x 7" WEDGE BOLT 6"
<br />~ FROM ENDS THEN 24" O,C.
<br />
<br />/ r~EINF. SEE
<br />J (LAN
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<br />~ "'-- (2) #5 REBAR
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<br />____ ;RAM E
<br />___ WALL
<br />
<br />#5 REBAR CONT,
<br />/ @ SLAB LEVEL
<br />
<br />~hi- -: "" I,'; -i .-:7 1
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<br />, :, j ,:, '
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<br />SEE FOUND.
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<br />/ I PLAN
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<br />\ S-11 ) lSTEM WALL FTG. SCALE: N.T,S,
<br />~ 1-STORY
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<br />W.w.M,
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<br />\1. S-11) STEM WALL FTG,
<br />~ 1- STORY
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<br />, 5-1 1 SCALE: N.T,S,
<br />
<br />--
<br />
<br />I 10 ,INT. BRG WALL 2 X 4
<br />\ 5-1 '(ALSO SHEARWALL) SCALE: N.T,S.
<br />
<br />SCALE: N.T,S,
<br />
<br />-
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<br />P,T, FURRING
<br />TILE ON
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<br />"" "~#5 CONT REINF.
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<br />~ QUANTITY
<br />..........
<br />~#5X25" X25"
<br />CORNER BAR ONE
<br />FOR EA, HORIZ.
<br />REBAR, TYP, U.N,O,
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<br />/2 #5 BENT BARS WI
<br />, , . ,./~. ,~I.N.. ,~~". ~~ ~,~L~~~. , I ~
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<br />'-2 #5 CONT,
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<br />_ TYP. CORNER BAR
<br />J 35\PLAN DETAIL
<br />
<br />~ SCALE:3/4"=1'-0"
<br />
<br />SCALE: N,T.S,
<br />
<br />-
<br />
<br />I 34 ,TYP. STEP FTG. DETAIL
<br />'5-1 SCALE:3/4"=1'-0"
<br />
<br />--
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />0'-0"-4'-0"
<br />
<br />4'-8" . 6'-0"
<br />
<br />6'-8" . 8'-0"
<br />
<br />NOTE:
<br />
<br />W.w.M, PLACED I 1
<br />UPPER 1/3 OF SLAB
<br />OR FIBERMESH
<br />REINF, SEE PLAN.
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<br />,:/8" SAWCUT X 1/4
<br />SLAB THICKNESS
<br />WHERE SHOWN ON
<br />FOUNDATION PLAN
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<br />I 36 \ CONTROL JOINT DETAIL
<br />'5-1 SCALE:3/4"=1'-0"
<br />
<br />-
<br />
<br />-
<br />
<br /> 1-STORY STEMWALL SCHEDULE
<br />FOOTING DIMENSION MAXIMUM
<br />d NUMBER/SIZE OF BARS LAT, F.C. SPACING (O,C,)
<br />b IN STEM WALL
<br />10" 16" WI (3) #5 BARS 127.2# 6'-8"
<br />10" 20" WI (3) #5 BARS 210# 4'-0"
<br />12" 24" WI (3) #5 BARS 374# 2'-0"
<br />
<br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS,
<br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE.
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