A typical connection joins hollow structural section beams to a hollow structural section corner column. The framing layout features reference elevations for both the column and the intersecting beams. A typical five-sixteenth-inch fillet weld connects the beam members to the column. Additional connection details are referenced on sheet S6.06.
5/16 COL REF. EL. BEAM REF. EL. TYP. BEAM TO COL.WELD REF. 8/S6.06 TYP. PLAN DETAIL
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