Precast concrete wall panels attach to a steel joist girder via embedded plates and bearing seats featuring two-inch slotted holes and a tie plate above shown dashed. The assembly includes embed plate A, reinforcing bars including six number six bars at six feet zero inches long with ninety-degree hooks, and number four bars in sets of three total. Additional details specify a one-and-a-half-inch clearance, terminating bars interrupted by embed with three total, and two-by-two-inch air holes on each side of the girder seat. A stiffened girder seat is located on the far side, and full height bar and tie requirements are referenced to the panel elevation.
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