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<br />TYP. @
<br />ALL CORNERS
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<br />.5"
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<br />C.O.
<br />
<br />2"
<br />
<br />DBL SINK
<br />2" W/ DiSP &
<br />~ 'N D/W
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<br />15"
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<br />1.5" VT\
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<br />PLUMBfNG Rr6ER
<br />
<br />N.T.S
<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 />NOTE:
<br />REFER TO DETAIL 34/S-1
<br />FOR TYP. STEP FTG.
<br />
<br />1-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />0'-0"-4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />W/ (3) #5 BARS
<br />W/ (3) #5 BARS
<br />
<br />4'-8" - 6'-0"
<br />
<br />10"
<br />
<br />20"
<br />
<br />6'.8" - 8'-0"
<br />
<br />12"
<br />
<br />24"
<br />
<br />W/ (3) #5 BARS
<br />
<br />NOTE:
<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 />LAT.
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />127.2#
<br />
<br />6'-8"
<br />
<br />210#
<br />
<br />4'-0"
<br />
<br />374#
<br />
<br />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.
<br />
<br />REBAR NUMBER/SIZE
<br />
<br />BLOCK WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT.
<br />REINF. BAR
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<br />
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<br />/' "7 FOR REINF.
<br />STEM WALL FTG.
<br />
<br />l-STORY
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<br />
<br />3
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<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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