A concrete pour strip is detailed between post-tensioned slab sections, bounded by vertical construction joints with mechanical surface preparation. Reinforcing steel is placed per the beam schedule with a typical two-inch clear cover, incorporating post-tensioning tendons as sized per plan. A two-foot-six-inch minimum lap of reinforcement extends across the slab edge beyond. Pour strip concrete is placed sixty days after the completion of tendon stressing.
2' - 6" MIN LAP SLAB EDGE BEYOND PER PLAN POUR BACK CONSTRUCTION JOINT CONSTRUCTION JOINT ADD MECH SCREEN TO ROUGHEN JOINT PT TENDON\ PER PLAN REINF PER BEAM SCHEDULE TYP 2" CLR COVER NOTE: PLACE POUR STRIP CONCRETE 60 DAYS AFTER COMPLETION OF TENDON STRESSING. 1" = 1'-0" S5.30 12 CURB CONN @ PT SLAB
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