A stanchion is connected to a base plate per schedule and welded with a quarter-inch fillet weld, secured over an existing beam below using through-bolts to the top flange. A wide flange column and base plate configuration is anchored with anchor bolts per schedule, featuring a five-sixteenths fillet weld and specified edge clearances and gauges.
ANCHOR BOLTS PER SCHED WF COL & BP PER PLAN 5/16 2" 3" 3" 2" 2" 1' - 0" 8" PL PER SCHED STANCHION PER 20/U-S5.54 1/4 1/2" MIN 1" MIN BM GAUGE 6" MIN PER SCHEDULE THRU BOLTS TO TOP FLANGE PER SCHED (E) BM BELOW BM WIDTH 1 1/2" MIN
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