The floor plan shown below will be used offices. The floor will comprise of $6$ inches concrete slab and

$1\mathrm{.}5$ inches Terrazo. Your task is to estimate the design loads for G$2$ in kip$/ft$ and $C1$ in kip. For each

of these elements, answer the following questions:

a$)$ Estimate the floor dead load

b$)$ What is the basic uniform live load?

c$)$ Estimate the live

d$)$ Compute the design load $($load combination$)$