An HSS girt with a half-inch end plate connects back to a wide flange column sized per the column schedule, featuring a five-sixteenths inch fillet weld. A W8x35 outrigger aligns its top flush with the HSS girt and is secured using an L3-one half by three-one half by one-half by zero-foot-six angle with two seven-eighths-inch diameter A325 bolts. Standard beam framing gauges are maintained across the connection, with a three-sixteenths-inch typical fillet weld at the outrigger and a one-quarter-inch typical fillet weld nearby. A note specifies that the girt appears on one side only at similar conditions.
SEE PLAN CL HSS GIRT SECTION CL W8x35 OUTRIGGER 1/4 TYP 3/16 TYP ELEVATION 1 1/4" 2 1/4" NOTE: GIRT ON ONE SIDE ONLY AT SIM HSS GIRT WITH 1/2" END PL - SEE PLAN WF COL - SEE COL SCHED L3 1/2x3 1/2x1/2x0'-6" W/ (2) 7/8"Ø A325 BOLTS W8x35 OUTRIGGER (TOP OF W8 OUTRIGGER AND HSS GIRT ARE EQUAL) 5/16 ELEVATION AT RIGHT T/STEEL SEE PLAN 2 1/4" STD BM GAGE 2 1/4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" CL GIRT
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