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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 />W,W,M.
<br />
<br />DOWELS - BLOCK
<br />SEE FOUND. WALL
<br />PL, FOR ( /~5 REBAR CONT.
<br />LOCATION '/ @ F.F. SLAB LEVEL
<br />
<br />L1NTE~~ ~ i _ _ ~.~.l
<br />COURSE ~'j ,SEE PLAN
<br />.~ ~ -_-'f"'-_--~""- I 1
<br />
<br />FINISH GRADE "" .. \'
<br />
<br />I:' } ;" :'11 W.W.M.
<br />Ilo..~ to..' ~~ d
<br />",': ,'~~
<br />I b ~ SEE SCHEDULE
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<br />
<br />.w.M.
<br />
<br />#5 REBAR CONT.~
<br />@ SLAB LEVEL
<br />
<br />~, ,
<br />
<br />#5 REBAR CONl;
<br />@ SLAB LEVEL EXTEND SLAB
<br />11/2" BEYOND
<br />BLOCK FACE
<br />
<br />~...~.J GRADE
<br />~~!~i!l~m.~j]~. J~3.~.Ti'#~;"''':-0--
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<br />11/2" BEYOND
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<br />T--------" J
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<br />FINISH GRADE ~ .i:
<br />
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<br />"'.'r: -,~J~
<br />~ b { SEE SCHEDULE
<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.: j\j, 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,\J. FL,
<br />DRIVE : I
<br />
<br />. ......'~ .., <..~~9'__.;.....~_~~..,._~
<br />, '.. .' , '" 7' "'- ----:
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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" OIC
<br />OR 5/8" x 7" WEDGE BOLT 6"
<br />~ FROM ENDS THEN 24/1 O.C.
<br />
<br />/ r~EINF. SEE
<br />J (LAN
<br />
<br />.~~._~.--~ :"~~~~j'l~/~;::a-t1~
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<br />~ "'-- (2) #5 REBAR
<br />
<br />____ ;RAM E
<br />___ WALL
<br />
<br />#5 REBAR CONT.
<br />/ @ SLAB LEVEL
<br />
<br />~hi--:""'-';7.-:71
<br />I I
<br />. :, j .:: '
<br />
<br />DOWELS -
<br />SEE FOUND.
<br />PL, FOR ~
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<br />GAR. SLAB
<br />
<br />r-REINF. SEE
<br />/ I PLAN
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<br />SEE PLA ,,"
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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
<br />
<br />4'
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<br />~ 12 \ STEP DOWN NON BRG.
<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 />-
<br />
<br />P,T, FURRING
<br />TILE ON
<br />BACKER BOARD
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<br />AT S.G.D. LOCATION
<br />0'-0" FIN, FL.
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<br />16" MAX STEP
<br />
<br />"" '-i~#5 CONT REINF.
<br />\ r- SEE FND. FOR
<br />~ QUANTITY
<br />..........
<br />'-............. #5 X 25" X 25"
<br />CORNER BAR ONE
<br />FOR EA. HORIZ.
<br />REBAR, TYP. U.N.O.
<br />
<br />4" X 8" X 16"
<br />C \'1 U ~ r-...--
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<br />
<br />/2 #5 BENT BARS WI
<br />, , , ,./~. ,~I.N: ,~~". ~~ ~,~L~~~. , I ~
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<br />\\ S--11) STEM WALL FTG.
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<br />
<br />'-2 #5 CONT.
<br />
<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.
<br />
<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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