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<br />80384 - Sunny Isles Restaurant <br /> <br />MWFRS Net Pressures <br /> <br />This data was calculated using the building of all heights method. <br /> <br /> Wind Direction 2 <br /># Surface z (ft) <br />1 Side Wall 4.0 <br />2 Windward Wall 4.0 <br /> Overhang Top 4.0 <br /> Overhang Bot 4.0 <br />3 Side Wall 4.0 <br />4 Leeward Wall 4.0 <br /> <br /> <br />April 26, 2010 <br />ASCE7-05 <br /> <br />Ext Pres (psf) Net wi +GCpi (psf) Net wi -GCpi (psf) <br />-35.4 -45.5 -25.3 <br /> <br />56.2 <br />56.2 <br />56.2 <br /> <br />0.80 <br />-0.90 0 <br />0.80 <br /> <br />40.5 <br />-45.5 <br />40.5 <br /> <br />56.2 0.90 -0.70 0.18 -35.4 <br /> <br />56.2 0.90 -0.20 0.18 -10.1 <br /> <br />A Roof o to 2.0 * 56.2 0.90 -0.90 0.18 -45.5 <br /> 2.0 to 4.0 * 56.2 -0.90 -45.5 <br /> 4.0 to 8.0 * 56.2 -0.50 -25.3 <br /> 8.0 to 124.7 * 56.2 -0.30 -15.2 <br /> Ot0124.7* 56.2 -0.18 -9.1 <br /> <br />This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. <br /> <br />* Distance from windward edge. <br /> <br />Wind Loads on Structures 2005 -- [1.10] Copyright @ 2000 SDG, Inc. <br /> <br />30.3 <br /> <br />50.6 <br /> <br />-45.5 -25.3 <br />-20.2 0.0 <br />-55.6 -35.4 <br />-55.6 -35.4 <br />-35.4 -15.2 <br />-25.3 -5.1 <br />-19.2 1.0 <br /> <br />Page 10 of 12 <br />