8" MTL STUDS REFER ARCH'L
METAL PANEL WALL SYSTEM. REFER ARCH'L
PROVIDE #4 CONT. WITH 3 ROWS OF CHAIRS SPACED AT 3'-0" O.C.
ADDITIONAL #4 x 6'-0" AT 9" O.C. TOP CENTERED OVER GIRDERS
0' - 4"
1" CLR.
SEE ARCH'L FOR FINISH
THICKENED SLAB BEYOND SEE 4/S03.000
REINF. REFER PLAN
EDGE OF CONCRETE BLOCKOUT
4' - 0"
ROUGHEN SURFACE TO 1/4" MIN. AMPLITUDE TYP @ PILE CAP PERIMETER AND BELOW COLUMN
0"
3/4"
COLUMN
ADDED BARS PER 4S03.000, TYP
#5 @ 12"CC AROUND PERIMETER OF PILE CAP TYP 8"CC @ SLAB EDGE WHERE OCCURS 12"
GIRDER PROVIDE #4 CONT. WITH 3 ROWS OF CHAIRS SPACED AT 3'-0" O.C.
1" CLR.
ADDITIONAL #4 x 5'-0" AT 12" O.C. TOP CENTERED OVER BEAMS
3/4"
#4 @ 12"CC E.W. 10P TYP U.N.O.
0"
0' - 2"
0' - 4"
180째 HOOK @ 'A' PILES
REINF. REFER PLAN
Typical Beam & Girder
BOTTOM REINF PER PILE CAP DETAILS W/180" STD HOOK END. E.W., TYP HOOK NOT REQ'D. @ #14 BARS
TOP OF PILE
1' - 3"
3' - 0"
3' - 0"
1' - 3"
Typical Slurry Foundation Wall with Wooden Piles
3"
L 2x2x1/4 DIAGONAL EACH CORNER (COPE VERTICAL LEG)
TYP.
INTERIOR CONDITION SHOWN EXTERIOR CONDITION IS SIMILAR
Typical Beam to Girder Connection
Roof Connection at Monitor
Metal Mesh Kicker Supports
Metal Panel Condition at Parapet
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