A secondary steel beam frames into a supporting steel girder with a bolted web connection where the top flange is coped to fit. Connection plates and the number of bolts are sized per the structural schedule, maintaining a two-inch typical spacing and a three-quarter-inch maximum clearance. Edge distances and bolt centerlines follow American Institute of Steel Construction manual guidelines, with variable drops sized per plan.
DROP VARIES SEE PLAN 3/4" MAX TYP 2" 1 1/2" 2" TYP PER AISC MANUAL CL BOLTS "A" "A" SEE SCHEDULE FOR CONNECTION PLATE AND NUMBER OF BOLTS SEE SCHEDULE COPE TO FIT
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