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9 3/4" @ INT.
10" @ EXT.
TOP OF PANEL
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PRECAST SUPPLIER
DESIGN FOR MAX. JOIST
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AND FOR HORIZONTAL
LOAD OF 300 LBS /FT IN
EITHER DIRECTION.
PROVIDE 4" WIDE MIN.
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SCALE: 3/4" = 1' -0"
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2 - #4 CONT.
TOP OF PANEL
EL. PER PLAN
V-
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PRECAST BY OTHERS
SECTION io
3/40 = 4 s�2
9 314" @ INT.
10" @ EXT.
J. TOP OF PANEL
EL. PER ARCH.
EMBED ANGLE BY PRECAST
SUPPLIER. DESIGN
FOR HORIZONTAL
LOAD OF 300 LBS/FT IN
EITHER DIRECTION
PROVIDE 4" WIDE MIN.
BEARING LEG
PRECAST PANEL
5/8 ( ) 6" O.G.
SECTION s
JST BEARING
EL. PER PLAN
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5/16
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TOP OF PANEL
EL. PER PLAN 2
111,01
II
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3/16
BEAM PER PLAN
REBAR PER PLAN
DRILL AND EPDXY REBAR
USING HILTI HIT HY150
EXPOY SYSTEM
PRECAST BY OTHERS
SECTION I
SALE: 314" = 1' -O" \52.21
TOP OF TUBE
EL. PER PLAN
CANTILEVER BUILDING
OR STUB COLUMN
EL. PER PLAN
ALL EXPOSED STEEL
TO BE GALVANIZED
OR PAINTED.
L 5x5x5/16 (TYPICAL -
SEAT ANGLB
ie I/2" x12" x 12"
@ STUB COLUMNS
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ISSUED
FOR:
PERMITS
11/13/06
CONSTRUCTION
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