Continuous slab reinforcing bars are spliced with staggered alternate bar locations as indicated on plan. Where unequal bars are lapped, the larger bar size is used to determine the minimum tension splice lap length of 600 millimeters or 2 feet unless noted otherwise.
SPLICE STAGGER ALTERNATE BARS OF CONTINUOUS REINFORCING WHERE INDICATED ON PLAN. WHERE UNEQUAL BARS ARE LAPPED, USED THE LARGER BAR SIZE TO DETERMINE THE LAP LENGTH. CONTINUOUS SLAB REINFORCING PER PLAN TENSION SPLICE MIN. U.N.O. 600 (2' - 0") 140 PLAN VIEW
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