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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> MWFRS pressures: Direction 1 <br /> Net pressure psf with <br /> Surface (psi) G C, (+G C,L) (-G <br /> Windward wall 9.0 20.7 0.85 0.80 10.0 18.1 <br /> 15.0 20.7 0,85 0.80 10.0 18.1 <br /> 17.8 22.5 0.85 0.80 11.3 19.4 <br /> Leeward wall All 22.5 0.85 -0.50 -13.6 -5.5 <br /> Side wall All 22.5 0.85 -0.70 -17.5 -9.3 <br /> Windward roof 22.5 0.85 -0.65 -16.6 -8.5 <br /> Windward roof 22.5 0.85 -0,12 -6.4 1.7 <br /> Leeward roof 22.5 0.85 -0.59 -15.3 <br /> External roof Cp-Load direction 2(L=40 ft.),from Figure 6-6 <br /> Surface Angle= 0.0' C, <br /> Windward roof 0 to h/2,0 to 19.9/2= 10.0 ft -0.90 <br /> Windward roof 11/2 to h, 10.0 to 19.9 ft -0.90 <br /> Windward roof h to 2h, 19.9 to 2(19.9)=39.8 ft -0.50 <br /> Windward roof h>211=39.8 ft -0.30 <br /> The above table reflects Cp values based on h IL of 19.9/40.0=0.50 <br /> 111WFRS pressures: Direction 2 <br /> Net pressure psf ltith <br /> Surface (ft) (psf) G C, (+G C,,) (-G C),) <br /> Windward wall 9.0 20.7 0.85 0.80 10.0 18.1 <br /> 15.0 20.7 0.85 0.80 10.0 18.1 <br /> 17.8 22.5 0.85 0.80 11.3 19.4 <br /> 20.0 22.5 0.85 0.80 11,3 19.4 <br /> 22.1 24.0 0.85 0.80 12.3 20.4 <br /> Leeward wall All 22.5 0.85 -0.39 -11.6 -3.5 <br /> Side wall All 22.5 0.85 -0.70 -17.5 -9.3 <br /> Windward roof 0-11/2 22.5 0.85 -0.90 -21.3 -13.2 <br /> Windward roof ki2-11 22.5 0.85 -0.90 -21.3 -13.2 <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 5 / 67 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />