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<br />N.T.S.
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />* NOTE:
<br />
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF
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<br />
<br />fiLLED CElL SPACING AND FOUNDATION SIZES
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<br />STEMWALL
<br />HEIGHT (h)
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<br />MAXIMUM
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<br />NUMBER/SIZE OF BARS
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<br />LAT.
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<br />W/ (3) #5 BARS
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<br />W/ (3) #5 BARS
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<br />24"
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<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 />REBAR NUMBER/SIZE
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<br />BLOCK WALL
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<br />STEM WALL FTG.
<br />
<br />1-STORY
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<br />SCALE: N.T.S.
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<br />REFER TO DETAIL 34/5-1
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<br />SHEET NO.
<br />
<br />3
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<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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