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Wind Analysis <br />Zone A = 26.60 psf <br />Zone C = 17.70 psf <br />Longest Wall = 26’ <br />Mean height = 15’ <br />Total Corners = 2 <br />Wind Load = Exposure A + Exposure C <br />Exposure = Wall length x Mean Height x Zone x 0.6 <br />= (2x3x15x26.60x0.6)+(20x15x17.70x0.6) <br />=1,436.4 + 3,186 <br />=4,622.4 lbs <br />Earthquake Load = V x Area <br />= 5.40 x 806 <br />= 4,352.4lbs (wind governs)