A wide flange steel column is welded to a base plate using a five-sixteenth-inch fillet weld, with sizes and thicknesses sized per plan. Anchor bolts are positioned around the assembly with specified edge distances and spacings per schedule.
ANCHOR BOLTS PER SCHEDULE WF COLUMN AND BASE PLATE PER PLAN 5/16 A B TYP 1 1/2" TYP 1 1/2" TYP 1" TYP 1"
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