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1 <br /> Seismic Deck Calculation: <br /> R= 1.5 (based on use of timber, cantilevered columns) <br /> I= 1 <br /> Sds= 0.856 <br /> Cs= 0.57 (Sds/(R/I)) <br /> F= 935.9 lbs (Cs*W) <br /> Summary: <br /> The engineer certifies that the structural design specified on the plans is structurally adequate to <br /> support the deck loads. <br /> SDC>0.5 D <br /> Cs>0.01 PASSED <br /> Deck Height does not exceed 35-0" PASSED <br /> Respectfully_ •�, Yf.+._c e s. ..P JZ <br /> I .; �.2 ,.. <br /> ". ~'.$ 613 <br /> Daniel C.Sm :' ',a1 <br /> s- <br /> 18-D-0128 WA LeAnn Haggard TAKEOFF v5.5.xlsx ..2-44-2D''2 <br />