Specifications:

a$.$ Topsoil is $9$ deep

b$.$ Finished floor is either commercial grade carpet or slate tiles $(12"$ X $12").$

c$.$ Bottom of footing is minimum ${18}^{\text{'}\text{'}}$ below grade.

d$.$ Plywood siding $($T$-$III$),$ if requested.

e$.$ Use $3500$ psi colored concrete for the slab and $6\text{'}$ foundation wall, when needed.

f$.\frac{3}{4}$ grove$-$and$-$tongue PLY is used for sub$-$floor, if applicable.

g$.$ Roof pitch is $12$:$5$

h$.$ Floor elevation is ${96}^{\text{'}}\text{'}$ above sea level or minimum ${18}^{\text{'}\text{'}}$ above ground elevation.

i$.4000$ Concrete is used for the footing.

j$.$ CMU's are of standard size.

k$.$ Bricks are of modular size red, clay bricks.

Standard size $\frac{1}{2}"$ vapor barrier sheets are used for each exterior wall assembly type.

m$.\frac{1}{2}"$ ply is used for roof deck with $30$ # felt below fiberglass shingles

n$.$ Girders are made with $2"$ X $12"$ spruce and placed $12\text{'}$ o$.$c$.$

Directions: USE THE FLOOR PLAN AND APPLICABLE SECTION DETAILS WITH APPLICABLE SPECIFICATION ITEMS TO DETERMINE QUANTITIES

Be sure to: SHOW STEP$-$BY$-$STEP CALCULATIONS, INCLUDING DESCRIPTIONS.

Apply a swell factor of $32$ percent to determine the number of cubic yards of dirt that must be excavated to pour the continuous footing$/$foundation wall of the building.