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<br />80384 - Sunny Isles Restaurant <br /> <br />April 26, 2010 <br />ASCE7 -05 <br /> <br />MWFRS Net Pressures <br /> <br />This data was calculated using the building of all heights method. <br /> <br /> Wind Direction 3 <br /># Surface z (ft) Ext Pres (psf) Net wi +GCpi (psf) Net wi -GCpi (psf) <br />1 Leeward Wall 4.0 -24.4 -34.6 -14.3 <br />2 Side Wall 4.0 56.2 -0.70 -34.2 -44.3 -24.1 <br />3 Windward Wall 4.0 56.2 0.87 0.80 0.18 39.1 29.0 49.2 <br /> Overhang Top 4.0 56.2 -0.90 0 -44.0 <br /> Overhang Bot 4.0 56.2 0.80 39.1 <br />4 Side Wall 4.0 56.2 0.87 -0.70 0.18 -34.2 -44.3 -24.1 <br />A Roof o to 2.0 * 56.2 0.87 -0.90 0.18 -44.0 -54.1 -33.9 <br /> 2.0 to 4.0 * 56.2 -0.90 -44.0 -54.1 -33.9 <br /> 4.0 to 8.0 * 56.2 -0.50 -24.4 -34.6 -14.3 <br /> 8.0 to 26.0 * 56.2 -0.30 -14.7 -24.8 -4.6 <br /> o to 26.0 * 56.2 -0.18 -8.8 -18.9 1.3 <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 />Page 11 of 12 <br />