FIRST POUR
EQ
CONCRETE SLAB (SEE STRUCTURAL) #X x X'-X" THREADED BAR PS=Ø SLOTTED COUPLER (MID-DEPTH) @ XX" O.C. VISQUEEN OR SIM. BOND BREAKER CONCRETE WALL (SEE STRUCTURAL)
NOTES: 1. APPLYBOND-BREAKER BETWEEN SECOND POUR & WALL POUR PER MANUFACTURES REQUIREMENTS. 2. SECOND POUR CAN BE PLACED AFTER STRESSING. 3. THE PS=Ø RELIEF JOINT TO REMAIN OPEN FOR XX DAYS. 4. AFTER THE TIME PERIOD SPECIFIED ABOVE, THE PS=Ø COUPLERS AND JOINT TO BE GROUTED PER MANUFACTURES REQUIREMENTS. 5. SEE PS=Ø MANUFACTURE DATA FOR MORE INFORMATION.
PS=Ø RELIEF JOINT @ TOP OF WALL w/TEMPORARY STRESSING STRIP
t
BULKHEAD
EQ
#X HOOK BAR OR FORM-SAVER BAR (BY OTHERS) INSERTED INTO PS=Ø COUPLER @ XX" O.C. BEFORE SLAB POUR (SEE STRUCTURAL)
SLAB
SECOND POUR