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NOTE: CABLES A
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TO HAVE 2000 lb.
GALVANIZED BARR
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COLUMN BEYOND
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(SEE PLAN)
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SECTION K7
3/4"=1'-O" I S502
2-#4 CONT.
BEHIND P/T HEADS
2-#4 BOTTOM
SLAE
EXPANSION JOINT DETAIL
N.T.S.
12 GA. x 6" METAL
WATERSTOP
C 1'-6"
#5 x
4,_0"
NOTE: PREPARE SLAB EDGE FOR SIMILAR EXPANSION JOINT
SEAL BY OTHERS AT STAIR TOWER DOOR THRESHOLDS
BETWEEN GARAGE STRUCTURE AND FUTURE WOOD CONDO
STRUCTURE.
SEE ELEVATOR PIT FOR
OTHER REINFORCING AND
DETAILS
ELEVATOR SUMP PIT
1 /2"=1 '-O"
\IED
AB
SEE ARCH. OR MECH.
DRAWINGS FOR OTHER
PIT DETAILS
ELEVATOR
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A ISSUE FOR PERMIT 10/25/21
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DATE
SHEET NO.
S502