An HSS post sits atop a 1-inch base plate that connects to a wide-flange beam per plan. The web and flange connections utilize fillet welds sized at five-sixteenths and three-quarters of an inch respectively, with specific clearances maintained at 1 inch minimum and 1 and 1/2 inches typical. The concrete slab-on-metal deck is omitted for clarity. Top of steel elevations vary as noted on the plan.
PL1" BASE PL 5/16 5/16 TYP. AT WEB 3/4 3/4 TYP. AT FLANGE 11/16 WF BEAM - SEE PLAN T.O. STEEL = VARIES - SEE PLAN HSS POST - SEE PLAN NOTE: CONCRETE SLAB-ON-METAL DECK NOT SHOWN FOR CLARITY 1" MIN., TYP. 1 1/2" TYP.
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