Only use ASCE Method $($envelope method part $2,$ table $28\mathrm{.}4-1)$ A two$-$story office building is being designed in West Palm Beack with wind exposure $D.$ The building is enclosed with $K_n=1\mathrm{.}0$ and $K_e=1\mathrm{.}0.$ Use the Envelope Procedure: Part $2$ to determine the design wind load, base shear for the entire building $($i$.$e$.$ don't worry about tracing loads$),$ and building overturning moment. For the overturning moment, consider only the moment from the lateral loads uplift on the roof would trace vertically through the structure via interior columns.