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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 =0 ft Building average roof height <br />B1 =N/A ft Building width <br />B2 =N/A ft Building width <br />V =95 mph Basic wind speed ASCE 7-16 Fig. 26.5-1A, B, or C <br />Equipment Data <br />h =84 in L1 =45 in Af1 =26.3 sf <br />z = 7 ft L2 =36 in Af2 =21.0 sf <br />zg =46 ft Elevation above sea level <br />Design Wind Load <br />qz = 0.00256 Kz Kzt Kd Ke V2 =5.0 psf ASCE 7-16 Eq. 29.3-1 <br />Kz =0.8489 Velocity pressure exposure coefficient ASCE 7-16 Table 29.3-1 <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 =1.0 Wind directionality factor ASCE 7-16 Table 26.6-2 <br />G =0.85 Gust effect factor ASCE 7-16 §26.9 <br />Cf =1.32 Force coefficient ASCE 7-16 Fig. 29.5-1 <br />Fh = qz (G Cf) Af Lateral force ASCE 7-16 Eq. 29.5-1 <br />qz Af G Cf <br />Fh1 =105 lb x 1.1239 = 118 lb <br />Fh2 =131 lb x 1.1239 = 148 lb <br />PROJECT <br />PROJECT NO. <br />ITEM <br />Edwards Advanced Catheter Lab TI <br />Load Sheet ENGINEER <br />DATE <br />SHEET NO. <br />7/22/2024 <br />C. Landis <br />S24-0082 <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH <br />3009 S Daimler St <br />11/18/2024