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HomeMy WebLinkAboutWIND LOAD CALCULATIONENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 IM:(954) 354-0660 FAX:(954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads -Components and Cladding 6th Edition (2017) Florida Building Code Site Information Owner: BaL4WR Reality LLC Wind Speed (V): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.38 ASCE 7.10 Ch 30.33 Table 30.3.1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 vcmre unormanon Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 018 ASCE7.10 ruble 26.11-1 Mean Roof Height (h): 80 ft. Roof Slope (0): Flat _ Roof Slope Coefficient (Bc): 0.9 Min. Building Dim. (L): 55 ft. End Zone Distance (a): 5.5 ft. pared in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code 0 2019 E-Tetnpest.com 1D: lnastemare-P2532 Desien Wind Pressure (PMAX+. PMAx-): ASCE 7 10. Cit. 30.4.2130.6.2 h<_60 it: a _._ Max Positive Pressure (PMAx+) PMAx+ = gh(Oc GCppos + GCp) PMAx+ = gh(Oc GCppm + GCpi) Max Negative Pressure (PMAx-) PMAx- = ge(Oc GC x" - GCpi) PMAx- = gh(Oc GCpneg - GCpi) Device Caleulations:ASCE 7-10. Chanter 30. All.Sub.sectinns 444 Y Zone, Ele(f )Ion A�e) >fi Aft2) K rq � r"`. ' kt�r GCp± y�GCn t e. Pb%ft) 3 ^`( b%tf2j ' 1 680 x 112 Int 1 7 1 528.89 1 1070.37 1 1.03 1 1.79 1 0.6 1 -0.7 1 32.7 1 -A5.8 FILE COPY Fe_ iTO3 0Y2e SCANNED BY St. Lucie County \[ttllllllll/// � Q GENS Q' .. O O ; O' No PE82328 Er irrO �f FTMn 03/11/2019 Page 1 of 1