A structural steel connection joining a hollow structural section beam to an HSS column, featuring a five-eighths-inch thick cap plate welded to the top of the column with a three-sixteenths-inch fillet weld. The framing members are sized per the partial plan, with three-sixteenths-inch and one-quarter-inch fillet welds specified on near side and far side as indicated. A note clarifies that any perpendicular beam framing into the column is omitted for clarity.
1/4 HSS PER PARTIAL PLAN NS, FS CAP PL5/8 HSS PER PARTIAL PLAN 3/16 CAP PL NOTE: 1. PERPENDICULAR BEAM FRAMING INTO COLUMN NOT SHOWN FOR CLARITY. (3/16)
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