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Wind Design Loads (ASCE 7-16) <br /> Directional Procedure- Part 1 <br /> Exposure B Roof Angle= 0 degrees <br /> V= 98 mph Ground to top of roof 11 ft <br /> Kd= 0.85 Table 26.6-1 Bottom of roof to top of roof 0 ft <br /> 1= 1 (mean roof height) h= 11.0 ft <br /> G= 0.85 26.11.1 <br /> Ke= 1.00 Table 26.9-1 <br /> Pressure Coefficients <br /> from Figure 27.4-1: <br /> K,;= 1.00 Bldg Face CP <br /> Windward Wall 0.8 <br /> Leeward Wall -0.5 <br /> Windward Roof 0.3 <br /> Leeward Roof -0.6 <br /> "Note= Cp values are conservative <br /> worst case values <br /> i <br /> Pressures: Calculated using ASCE?-16 Ch. 27 (Directional Procedure) F- <br /> Ultimate Allowable <br /> Ht K, qz Pww walls Plwwalls Pwalls(pso Pwalis (Psfl C^� �'-•I -� <br /> 0-15 0.57 11.91 8.10 5.06 13.16 7.90 =� <br /> 15-20 0.62 12.96 8.81 5.06 13.87 8.32 <br /> 20-25 0.66 13.79 9.38 5.06 14.44 8.67 _) <br /> 25-30 0.7 14.63 9.95 5.061 15.011 9.01 <br /> 30-40 0.761 15.88 10.80 5.061 15.861 9.52 <br /> Pww roof Plw roof Proof(hsfl Proof(PSf) <br /> 3.041 6.081 9.111 77K74777] <br /> Project: Retych Residence Date: 4/4/2023 <br /> buic- ri <br /> 2011 Hoyt Ave. <br /> ENGINEERING Everett, WA 98201 Design: CRB <br /> L2 <br />