The plan detail illustrates a wide-flange structural steel column welded to a steel base plate, secured by an array of anchor bolts with plate washers. Surrounding the base plate are concrete footing dimensions, a central grout hole, an uplift plate, and perimeter reinforcing ties designated as #5 ties per schedule. Dimensions and clearances are clearly marked to define edge distances, bolt spacing, and tie placement.
Text on the drawing
SEE SCHEDULE SEE SCHEDULE W L BASE PL PER SCHED UPLIFT PL PER SCHEDULE TYP PL WASHERS PER SCHEDULE W/ STD HOLE GROUT HOLE MAX 3" DIA 3" 9" 9" 9" 3" 3" 3" 9" 9" 9" TYPE B BASE PLATE ALL-AROUND) 12" (TYP ALL-AROUND) 12" (TYP #5 TIES PER SCHEDULE, TYP 1" (TYP) CL OF TIE GROUP, TYP (SECTION B-B) (TYP) 3" MIN EQ EQ 1/2" MIN TYP 3" MIN 3" TYP 3" MIN 3"
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