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<br />8'-8"
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<br />15'-0"
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<br />10'-8"
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<br />BASE ON
<br />36" X 18" X 2" DEEP
<br />PAD WI (3) B~RS
<br />E.W. BOTTOM
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<br />6'-2"
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<br />9
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<br />12'-4"
<br />
<br />7'-8"
<br />
<br />2'-0"
<br />
<br />2'-0"
<br />
<br />16'-0"
<br />
<br />20'-0"
<br />
<br />20'-0"
<br />
<br />40'-0"
<br />
<br />FOUNDATION PLAN
<br />
<br />SCALE:1/4"::::1'-O"
<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 />1-STORY STEMWALL SCHEDULE
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />LAT.
<br />
<br />127.2#
<br />
<br />210#
<br />
<br />374#
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />6'-8"
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<br />WI (3) #5 BARS
<br />W/ (3) #5 BARS
<br />
<br />4'-0"
<br />
<br />2'-0"
<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.
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<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.
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<br />
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION @ 8'-0"
<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 />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.
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<br />25
<br />
<br />LAST PLOT DATE
<br />March 01, 2005
<br />
<br />FOUNDATION
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