This structural connection detail shows a hollow structural section framing into the web of a wide flange column using long leg vertical angle brackets sized per schedule. The angle brackets are welded to each flange of the hollow structural section with five-sixteenth inch fillet welds, shown typical at each flange. A maximum one-half inch clearance is maintained at the column web interface. Additional weld symbols specify connection requirements with plate thickness t noted.
GRID ANGLE BRACKET (LLV) SEE SCHED 5/16 TYP @ EA FLANGE t TYP @ EA FLANGE MAX 1/2" 1D S-702 1B SECTION
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