Consider the dimensions and loading information shown on the wall assembly detail provided in Figure $3.$ The timber roof panels are simply$-$supported and span $5\mathrm{.}0$ metres between two parallel

masonry walls. The brick veneer is supported by the masonry block wall. The slab$-$on$-$grade is fully supported along the ground. Based on the information provided,

a$)$ Compute the total specified uniformly distributed dead load $($in $k\frac{N}{m})$ acting along the timber panel. Be sure to include the self$-$weight of the panel in your calculations.

b$)$ Compute the total specified uniformly distributed dead load $($in $k\frac{N}{m})$ acting along the top of the foundation wall $($i$.$e$.,$ into the page$).$

c$)$ Assuming that the building is located in Whistler, British Columbia and is a high$-$importance structure, compute the specified snow load, $S($in kPa $).$ Also, compute the uniformly distributed snow load acting along the top of the foundation wall $($i$.$e$..$ into the page$).$

d$)$ If the roof must also support a live load of $1\mathrm{.}1$kPa $($i$.$e$.,$ in addition to the corresponding snow$/$rain loading$),$ compute the factored $($ULS$)$ design load $($in $k\frac{N}{m})$ acting along the top of the foundation wall $($i$.$e$.,$ into the page$).$

Figure $3.$ Wall assembly details $($Question $2)$