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Job Name: 39424tmc <br />Date: 3/8/24 <br />WIND LOADS- Horizontal Pressures [W(+)] <br />Wind Load calculation ASCE 7-22 <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): 10.5 <br />Min. Horiz. Dim (ft): 21.5 <br />Edge Strip (a): <br />10% of min. Horiz. Dim.:2.15 <br />40% of bldg eave height:4.2 <br />4% of min. Horiz. Dim.:0.86 <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: 9 <br />Wind load Horizontal (plf) <br />Wind roof height (ft): <br />Transverse -Y: 14 Longitudinal - X: 13 <br />Wind Load (plf) - Transverse -Y: Wind Load (plf) - Longitudinal - X: <br />A B C D A B C D <br />1st Flr 62.34 -20.04 41.55 -11.25 62.34 -16.03 41.55 -9.00 <br />Wind load Vertical (psf) <br />E F G H Eoh Goh <br />-20.81 -14.13 -14.52 -10.77 -29.16 -22.75 <br />TMC ENGINEER INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025