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sazaninc <br />Project <br />922 W Park LN-Santa Ana-CA 92706 <br />Job Ref. <br />Section <br />MAIN WIND LOADING <br />Sheet no./rev. <br /> 1 <br />Calc. by <br />S.A. <br />Date <br />7/17/2024 <br />Chk'd by Date App'd by Date <br />WIND LOADING <br />In accordance with ASCE7-16 <br />Using the directional design method <br />Tedds calculation version 2.1.14 <br /> <br />Building data <br />Type of roof;Gable <br />Length of building;b = 63.00 ft <br />Width of building ;d = 67.00 ft <br />Height to eaves;H = 8.00 ft <br />Pitch of roof;0 = 13.5 deg <br />Mean height;h = 12.02 ft <br />General wind load requirements <br />Basic wind speed;V = 95.0 mph <br />Risk category;II <br />Velocity pressure exponent coef (Table 26.6-1);Kd = 0.85 <br />Ground elevation above sea level;zgl = 0 ft <br />Ground elevation factor ;Ke = exp(-0.0000362  zgl/1ft) = 1.00 <br />Exposure category (cl 26.7.3);B <br />Enclosure classification (cl.26.12);Enclosed buildings <br />Internal pressure coef +ve (Table 26.13-1);GCpi_p = 0.18 <br />Internal pressure coef –ve (Table 26.13-1);GCpi_n = -0.18 <br />Gust effect factor;Gf = 0.85 <br />Minimum design wind loading (cl.27.1.5);pmin_r = 8 lb/ft2 <br />Topography <br />Topography factor not significant;Kzt = 1.0 <br />Velocity pressure equation;q = 0.00256  Kz  Kzt  Kd  V2  1psf/mph2; <br />Velocity pressures table <br />z (ft)Kz (Table 26.10-1)qz (psf) <br />Page 31 of 290