Using the Birchmere Plan and $($RH$-168$ Engineer Floor PDF$),$ complete the following quantity

take$-$off items

FOOTING

LF of Continuous Footing $($include across garage doors$)$

Width and Depth of footing called for in plan

Determine LF Center Line for Foundation $($incl garage doors$)$

Required CY of concrete $\frac{w}{10}\%$ waste; No steps

Required CY of concrete strip footing w$/10\%$ waste; with PIERS

Foundation:

$32"$ tall foundation, base row of $12"$ CMU and balance $8"$ CMU

$12"$ CMU $($w$/5\%$ waste$)$ All block on inside of porch are $12"$

$8"$ CMU $($w$/5\%$ waste$)$

On RH$-168$ Plan:

Full Piers are $24"x24"x12"$ concrete supporting a $16"$x $16"$ CMU pier $(2$ CMU

blocks per row, $1$ block lower than foundation wall$)$

Half piers are $24"$x $12"$x$12"$ concrete supporting a single $8"16"$ CMU placed

against outer foundation to support dropped girder $(1$ block lower than foundation wall$)$

Number of full piers

Number of $\frac{1}{2}$ piers

$8"$ CMU required for piers

MORTAR and SAND

Mortar required $($bags$,5\%$ waste$)$

Sand required $($Tons$,5\%$ waste$)$ round up to even tons