A beam to beam top flange connection utilizes a bolted shear tab at the web and a welded plate across the top flanges. The number and size of bolts in the first row are determined per notes, while additional bolts in the second row are sized per plan. Field weld requirements are designated with standard symbols, including a typical match mark and clearance dimensions specified per schedule.
TYP M SEE SCHED +1/16 SHOWN ON PLAN THUS: NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN TOP OF STEEL A BEAM TO BEAM TOP FLANGE CONNECTION B C NISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 2018
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