Three horizontal plan cuts show precast concrete wall panels intersecting concrete piers with vertical reinforcement and ties. The top plan C indicates standard ninety-degree hooks at each end per plan twelve on structural detail one extending into the pier, with typical pier reinforcement sized per plan A and panel thickness per panel elevations. The middle plan B includes a recessed panel elevation indicator and similar pier dowel hook details. The bottom plan A outlines an opening per panel elevation flanked by four number seven bars each face vertical full height with number three ties at four inches on center.
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