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<br />PLUMBING RISER
<br />
<br />N.TS
<br />
<br />NOTE:
<br />REFER TO DETAIL 34/S-1
<br />FOR TYP. STEP FTG.
<br />
<br />NOTE: CONTRACTOR IS f~ESPONSIBLE FOR BRACING OF
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />1-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />LAT.
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />0'-0".4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />WI (3) #5 BARS
<br />W/ (3) #5 BARS
<br />
<br />127.2#
<br />
<br />4'.8" - 6'-0"
<br />
<br />10"
<br />
<br />20"
<br />
<br />210#
<br />
<br />6'-8" . 8'-0"
<br />
<br />12"
<br />
<br />24"
<br />
<br />WI (3) #5 BARS
<br />
<br />374#
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />6'-8"
<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.
<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 />4" 3000 PSI CONCa SLAB
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<br />FILLED CELL SPACING AND FOUNDATION SIZES
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<br />SHEET NO.
<br />
<br />3
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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