$[25$ points$]$ Given the bearing wall in Figure $3$ with the service gravity and wind loads

applied, design a reinforced solution using $8-$in normalweight $(135$ pcf$)$ CMU blocks with $f_m^{\text{'}}$

$=2000$ psi, Type S PCL mortar and #$5$ bar $($Grade $60)$ reinforcing steel. Assume the

eccentricity of the axial load is $4-$in from the center of the block. Sketch your resulting

design showing placement of reinforcing steel.

Figure $3-$CMU wall cross section with loads.