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Design Wind Load per ASCE 7-16 <br />Building Data Subscripts 1 and 2 refer to direction of wind load <br />Risk Category:II ASCE 7-16 Table 1.5-1 <br />Exposure Category:C ASCE 7-16 §26.7 <br />hr =33 ft Building average roof height <br />B1 =175 ft Building width <br />B2 =130 ft Building width <br />V =95 mph Basic wind speed ASCE 7-16 Fig. 26.5-1A, B, C, or D <br />Rooftop Structure or Equipment Data <br />h =54 in L1 =84 in Af1 =31.5 sf <br />z = 37.5 ft L2 =60 in Af2 =22.5 sf <br />zg =41 ft Elevation above sea level Ar =35.0 sf <br />Design Wind Load <br />qz = 0.00256 Kz Kzt Kd Ke V2 =21.4 psf ASCE 7-16 Eq. 26.10-1 <br />Kz =1.0295 Velocity pressure exposure coefficient ASCE 7-16 Table 26.10-1 <br />Kzt =1.0 Topographic factor ASCE 7-16 §26.8 <br />Kd =0.9 Wind directionality factor ASCE 7-16 Table 26.6-1 <br />Ke =1.00 Ground elevation factor ASCE 7-16 Table 26.9-1 <br />Fh = qz (G Cr) Af Lateral force ASCE 7-16 Eq. 29.4-2 <br />Fv = qz (G Cr) Ar Vertical force ASCE 7-16 Eq. 29.4-3 <br />Wind Load (G Cr) <br />Fh1 =481 lb x 1.9 = 914 lb <br />Fh2 =673 lb x 1.9 = 1279 lb <br />Fv =748 lb x 1.5 = 1122 lb <br />PROJECT <br />PROJECT NO. <br />ITEM <br />McGuff TI <br />Load Sheet ENGINEER <br />DATE <br />SHEET NO. <br />CL <br />S24-0254 <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />"TYPE 2 ANCHORAGE" - CONTROLS DESIGN