The partially enclosed building in Figure $)=0\mathrm{.}85$;$GC=(0\mathrm{.}55$ located in Nueva Ecija $(V=250k\frac{m}{h}r)$ lies on a flat terrain $)=(1\mathrm{.}0$ is for a bus parking $)=(1\mathrm{.}00.$ The wind directionality factor, $K_d=1\mathrm{.}00,$ with wind acting alone. Using NSCP $2015,$ determine the following

the velocity pressure in KPa.

the design wind pressure on the windward roof in KPa.

the design wind pressure on the leeward roof in kPa.

the design wind pressure on the windward walls in $KP{a}^{\text{'}}$

the design wind pressure on the leeward wall in KPa.

the design wind pressure on sidewalls in kPa; and

draw the wind pressure distribution on the windward & leeward walls and windward and leeward roof.