A steel column bears on a steel base plate set over one and a half inches of non-shrink grout atop a reinforced concrete pier. The concrete pier features sixteen number six vertical reinforcing bars and number three ties spaced at six inches on center, with three inches minimum concrete cover. The pier rests on a concrete footing and is flanked by a concrete pour back and a concrete slab-on-grade.
A A CONC POUR BACK CONC FTG CONC SOG STL COL COVER 3" MIN STL BASE PL ON 1 1/2" NON-SHRINK GROUT CONC PIER, SEE SCHED 1 1/2" TYP (16) #6 VERT AND #3 TIES AT 6"oc SECTION A-A TYPICAL PIER AT CANOPY COLUMN T/ PIER SEE ARCH 2'-0" 2'-0" U-722-03
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