Facts: A rectangular building with brick veneer walls is constructed with the following information:

Dimension of the building: $60ft$ wide and $150ft$ long

Height of the brick veneer wall: $8ft$

Total area of openings for doors and windows: $324$ sf

Wall thickness: $6$ in$.$

Brick type: Norman

Brick pattern: $60\%$ stretchers and $40\%$ headers

Mortar thickness: $\frac{1}{2}"$

Question: Using the quantity takeoff tables used in Module $9,$ estimate the number of bricks and amount of mortar required fur the walls. Show all your work to get the full credit.

Mortar for Masonry Work

Quantity Takeoff for Mortar

$-$Approximate cubic feet of mortar per $1000$ bricks$*$

$\backslash$table$[[$Name$,$Thickness of Mortar$],[\frac{3}{8}in,\frac{1}{2}in.],[$Standard$,8\mathrm{.}61,10\mathrm{.}91],[$Engineer$,9\mathrm{.}21,11\mathrm{.}69],[$Economy$,10\mathrm{.}72,13\mathrm{.}66],[$Roman$,11\mathrm{.}31,14\mathrm{.}39],[$Norman$,11\mathrm{.}69,14\mathrm{.}90],[$Norwegian$,17\mathrm{.}50,22\mathrm{.}60],[$SCR$,8\mathrm{.}61,10\mathrm{.}91]]$