Wind load on shear walls

Calculate wind loads to be resisted by shearwalls along gridlines $\backslash (3,14,\backslash$mathrm$\{$~A$\},\backslash$mathrm$\{$H$\}\backslash )$ and K of a building. The building has a flat roof and the plan view is shown below. The building is located in Richmond Hill, Ontario and the height of the walls is $7\mathrm{.}32$ m $.$ The building is on rough terrain with an exposure factor $($ Ce $)$ of $0\mathrm{.}7.$ The topographic factor $($ Ct $)$ is $1\mathrm{.}0$ and the CpCg values can be found in NBCC clause $4\mathrm{.}1\mathrm{.}7\mathrm{.}6.$ The shear walls are shown with red lines. Note that internal pressures act in opposite directions on opposite walls and therefore have no net effect on the overall lateral loads on the structure.