The drawing shows a plan view of a structural corner condition with a wide-flange steel column embedded or associated with a concrete element. It details the placement of bundled reinforcing dowels, including specific spacing dimensions such as 3 inches minimum to 6 inches maximum and 12-inch typical spacing. Notes specify requirements for bundled dowels in the first row and instructions for omitting dowels over grade beams where they occur.
Text on the drawing
OMIT DOWELS OVER THE GRADE BEAM WHERE OCCURS TYP CORNER CONDITION PROVIDE (2) #5@12" OC BUNDLED DOWELS IN FIRST ROW TYP 12" 6" MAX 3" MIN TYP 0'-6" 0'-6" TYP 12"
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