a$.$ The required nailing for the first$-$ and second$-$story shear segments.

b$.$ The net uplift force at the base of shear segments $1$ and $2.$

c$.$ The maximum compressive force at the end of the first$-$floor shear segment. State the critical load combination.

d$.$ Assume that the adjusted design value, $\backslash ($ Z$^\{\backslash$prime$\}\backslash ),$ of an anchor bolt parallel to the wall is $1500$ lb $.$ Determine the required number and approximate spacing of anchor bolts necessary to transfer the shear from the wall into the foundation. These bolts are in addition to those required for uplift.