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}� Tacoma,Washington Designed: OMA Date: 11/1/2022 Project Number: 19.933 <br /> Lr Sls&hIll 253 474 9449 Checked: CJT Date: 11/4/2022 10 <br /> Project: Emerald Court Carports <br /> LATERAL ANALYSIS, CONTINUED <br /> WIND DESIGN CRITERIA FOR COMPONENTS AND CLADDING: <br /> Vertical Forces applied to C&C will be determined using Directional Procedure,as <br /> outlined in Chapter 30 of the ASCE 7-16. <br /> Diagrams <br /> 3 <br /> 2 <br /> I <br /> 3 <br /> // /////////////// <br /> • ELEVATION <br /> PLAN <br /> Notation <br /> a=10'-b of least horizontal dimension or 0.4h,whichever is smaller but not less than 4 of least horizontal dimension or 3 ft(0.0 01). <br /> h=Mean rod'height,in ft(m). <br /> I.=Horizontal dimension of building,measured in along-wind direction.in ft(m). <br /> 0=Angle of plane of not from horizontal,in degrees. <br /> Net Pressure Coefficients,ON <br /> Clear Wind Flow <br /> itonr Effective Wind <br /> \nj,ly8 \rre Zone 3 Zone 2 Zone I <br /> 2.4 -3-3 12 -1 7 I_' -I.1 <br /> �.._I Oa- 1.8 -17 18 -17 12 -11 <br /> >41k1 1.2 -I I 12 -I I I2 -1 I <br /> 1.1V1 o n' 3.' -41 14 -1.1 1, 1 1 <br /> ASCE 7-16 Table 30.7-1 <br /> a:=max(min(0.1 8,0.4 h),0.04 8,3 ft)=3 ft <br /> a2 =9 ft2 <br /> 4a2 =36ft2 <br /> Effective Wind Area must be determined per component to obtain the appropriate <br /> Net Pressure Coefficient for C&C. <br />