A continuous concrete footing supports a cast-in-place concrete foundation wall and floor slab or ramp assembly. The footing features bottom longitudinal reinforcing with one continuous number four bar and a minimum three inches of concrete clearance. Vertical wall reinforcement includes two number five bars unless otherwise noted, with hooked dowels extending from the footing and a two-foot lap splice. The concrete face at the panel-to-footing interface is specified to be intentionally roughened. Slab dowels match the size, spacing, and quantity of the panel dowels, with additional number four bars spaced at eighteen inches on center in the slab.
3" CLR TYP (1) #4 CONT AT HOOKS POURED CONC CONT 1'-2" MIN 12" #4 12" 1'-2" MIN 1'-0" MIN UNO 3" CLR (2) #5 UNO 2" CLR 6" 3" (4) AT EA END OF PANEL @ 6"OC AND @ 18"OC IN-BTWN TO ALIGN WITH DOWELS IN PANEL #4 (4) AT EA END OF PANEL @ 6"OC AND @ 18"OC IN-BTWN 1 - 1 - 2'-0" LAP 2'-0" MIN SLAB DOWELS TO MATCH SIZE AND SPACING/QUANTITY OF PANEL DOWELS. EXTEND AS SHOWN (2) #5 UNO TYPICAL PANEL REINF SEE PLAN CONCRETE RAMP/ LANDING PAD WHERE OCCURS SEE 7 - #4 @ 18"OC 12" MIN 3 - "W" SEE FDN PLAN (1) #4 CONT INTENTIONALLY ROUGHEN FACE OF THE PANEL AT PANEL TO FOOTING INTERFACE
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