A post-tensioned concrete beam frames into a reinforced concrete wall with a thickened slab edge sized per plan. Top and bottom reinforcement bars feature hooked ends anchored at the slab edge, supplemented by a minimum of two tendons running through the column core. Construction joints are detailed at the interface between the wall and the framing members, with slab tendons and beam depths specified per the structural plans and schedules.
1 S-512 P-T BEAM, SEE PLAN CONSTRUCTION JOINT HOOK TOP AND BOTTOM BARS AT SLAB EDGE MIN (2) TENDONS ALONG THROUGH COLUMN CORE SLAB TENDONS, SEE PLAN CONSTRUCTION JOINT AND SCHEDULE CONCRETE WALL, SEE PLAN AND SCHED THICKENED SLAB EDGE 36 2 SEE PLAN BEAM DEPTH, SEE PLAN
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