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Job Name: 8824VL <br />Date: 4/23/24 <br />WIND LOADS- Horizontal Pressures [W(+)] <br />Wind Load calculation ASCE 7-16 <br />Risk Category: II <br />3-second gust wind speed (mph): 95 <br />Exposure Category: C <br />ASD load Factor: 0.6 <br />Height and Exposure Coefficients: <br />Height 0-15' 15'-20' 20'-25' 25'-30' <br />Coeff. 1.21 1.29 1.35 1.4 <br />Edge Strips and End Zones: <br />Building Eave Height (ft): 9 <br />Min. Horiz. Dim (ft):20 <br />Edge Strip (a): <br />10% of min. Horiz. Dim.:2 <br />40% of bldg eave height:3.6 <br />4% of min. Horiz. Dim.:0.8 <br />Default min edge strip dim.:3 <br />Governing Edge strip value: 3 <br />End Zone Width (2a):6 <br />Building Roof Pitch/ Roof angle(Transverse - Y):4 :12 <br />Building Roof Pitch/ Roof angle(Longitudinal - X):4 :12 <br />Number of story: 1 <br />1st floor top plate:8 <br />Wind load Horizontal (plf) <br />Wind roof height (ft): <br />Transverse -Y:13.75 Longitudinal - X: 13.75 <br />Wind Load (plf) - Transverse -Y: Wind Load (plf) - Longitudinal - X: <br />A B C D A B C D <br />1st Flr 55.42 -23.05 36.94 -12.94 55.42 -23.05 36.94 -12.94 <br />Wind load Vertical (psf) <br />E F G H Eoh Goh <br />-22.19 -15.07 -15.48 -11.48 -31.09 -24.25 <br />TMC ENGINEER INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com.