The cast-in-place concrete foundation wall bears on a continuous footing reinforced with six bottom and three top continuous fifteen-millimetre reinforcing bars. Vertical wall reinforcement consists of fifteen-millimetre bars at twelve-inch spacing each face extending from the footing, paired with horizontal fifteen-millimetre bars at sixteen-inch spacing each face. Two continuous top fifteen-millimetre bars run at the top of the wall section, complemented by continuous fifteen-millimetre bars at the perimeter. Dowel bars designated as ten-m-zero-three-point-one-one at twenty-inch spacing project two feet six inches and bend into the slab.
15M @ 12" VERT. E.F. FROM FTG 15M @ 12" TOP 15M @ 16" HORIZ. E.F. 2-15M CONT TOP E.F. CLR GRADE CLR CLR CLR 6-15M CONT BOT 3-15M CONT TOP SEE PLAN FOR SLAB REINF 5'-6" 2" SEE PLAN 2" 2" 3" 1'-0" 10" 1'-0" 10M03.11 @ 20" PROJECT 2'-6", BEND INTO SLAB. 1'-2" 15M CONT. (T+B) AT PERIMETER 1512 FOUNDATION WALL AT SF3
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