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<br />: / : WI H 5 REBAR VERT.
<br />: / ABOV SLAB. TYPICAL
<br />: 6: @ ALL PLACES SHOWN
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<br />: / EMBE )MENT WI 25"
<br />~ / EXT, ~ BOVE SLAB
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<br />1-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />NUMBERISIZE OF BARS
<br />
<br />LAT.
<br />
<br />0'-0"-4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />6'-8"
<br />
<br />WI (3) #5 BARS
<br />WI (3) #5 BARS
<br />
<br />127.2#
<br />
<br />4'.8" . 6'.0"
<br />
<br />20"
<br />
<br />210#
<br />
<br />10"
<br />
<br />4'-0"
<br />
<br />6'-8" - 8'-0"
<br />
<br />24"
<br />
<br />WI (3) #5 BARS
<br />
<br />374#
<br />
<br />2'-0"
<br />
<br />12"
<br />
<br />NOTE:
<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.
<br />
<br />REBAR NUMBERISIZE
<br />
<br />WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT.
<br />, REINF. BAR
<br />
<br />
<br />h"
<br />
<br />::::;;;::'.?;,;,
<br />";1'''',.'1'/''':~''' .W.M. TO BE
<br />". '. "t'T' ~I~~A~O #5 CONT.
<br />
<br />. ~ COMPACTED CLEAN
<br />d" FILL
<br />[,.. I; SEE SCHEDULE
<br />r "/ FOR REINF.
<br />STEM WALL FTG.
<br />
<br />l-STORY
<br />
<br />SCALE: N.T.S.
<br />
<br />NOTE:
<br />REFER TO DETAIL 34/5-1-
<br />FOR TYP. STEP FTG.
<br />
<br />* NOTE:
<br />
<br />FILLED CELL SPACING AND FOUNDATION SIZES
<br />WILL VARY BASED UPON THE HEIGHT OF THE
<br />STEM WALL. SEE SCHEDULE ON THIS SHEET FOR
<br />REINFORCING AND FOUNDATION SIZES REQUIRED.
<br />
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />~ -----------------------------------------------------~
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<br />~------------------------------------
<br />
<br />SINKS
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<br />
<br />3" VTR
<br />
<br />
<br />TUB
<br />W/C)
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<br />2"
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<br />NTS.
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<br />10'-8"
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<br />5'-8"
<br />
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<br />16'-4" l
<br />
<br />15'-8"
<br />
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<br />:5 4" CONC, SLAB
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<br />411 3000 P61 CONC. 6 _AB WI
<br />6X6 10/10 W W M C~AIR 6UPPORTED
<br />PER FBC, OVER 6 MIL VI6QUEEN
<br />VAPOR BARRIER 4 T~ EAT ED FOR TERMITE6
<br />NOTE: PLUMBER TO VERIFY LAYOUT & DVN SIZES
<br />BEFORE CO~STRUCTIO~ BEGINS
<br />
<br />C";l
<br />If)
<br />C'\J
<br />
<br />I ALL FOOTTlr\GS I
<br />MIN. 12" BELOW GRADE
<br />
<br />27'-10"
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<br />
<br />7'-8"
<br />
<br />20'-0"
<br />
<br />20'-0"
<br />
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<br />SHEET NO.
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<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 02, 2005
<br />
<br />FOUNDATION
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