Question $3-$ Foundation QTO $(9$ pts$)$

Given the partial foundation plan and footing schedules below, perform quantity takeoff to estimate the quantity of concrete and reinforcing steel required for constructing the footings within the red box. The clearance of rebars is $3$ in $.,$ and the weight per linear foot of #$5$ and #$6$ rebars are $1\mathrm{.}043lbs\frac{.}{f}t$ and $1\mathrm{.}502lbs\frac{.}{f}t$ respectively.

CONT. WALL FOOTING SCHEDULE

$\backslash$table$[[$CONT$.$ WALL FOOTING SCHEDULE$],[$MARK$,$WIDTH,THICKNESS,REINFORCING$],[$F$16,1^{-}-4^{**},1^{-}-0^{**},(2)$