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MWFRS Net Pressures <br /> Zephyrhaven Replacement <br /> Wind <br /> Wind Direction 1 <br /> Directional Procedure method and Load Combinations from �7 <br /> ASCE 7 are utilized in these calculations. <br /> Wall <br /> Enclosure Classification - Enclosed <br /> Exposure Category - D <br /> V Basic Wind Speed mph ct Walla Wallp ( ) 200 p Wind Direction2j <br /> Wind Directionality Factors (Kd) 0.85 Wall2 <br /> Internal Pressure Coefficients (GC pi) t 0.18 Pan <br /> Velocity Pressure Exposure Coefficient (KZ) 1.03 �y <br /> Roof Mean Height Above Ground Level (z) 11.10 ft walla AwailVelocity Pressure (q) 89.67 psf w <br /> Elevation <br /> Wind Direction 1 <br /> Enclosure <br /> Wall# Roof <br /> ` 1 2 3&4 <br /> Parallel to Ridge <br /> (Cp)l (Distance From Windward Edge) (Cp)2 <br /> Windward Leeward Side 0to 4.1 14.1 to 8.318.3 to 13.7 <br /> Background Response Factor (Q) 0.97 0.97 0.96 0.97 <br /> Gust Effect Factors (G) 0.91 0.91 0.91 0.91 <br /> External Pressure Coefficients (Lp) 0.80 -0.295 -0.70 -0.98 -0.86 -0.54 -0.18 <br /> Net Pressures with+(GC ;) -psf (Netp+) 49.1 -40.2 1 -73.0 -96.4 -86.1 -60.3 1 -30.8 <br /> Net Pressures with-(GCp;) -psf (Netp_)1 81.4 1 -7.9 1 -40.7 -64.1 -53.8 -28.1 1 1.5 <br /> Wind Direction 2 <br /> nc osure <br /> Wall# Roof-Normal To Ridge <br /> 3 4 1&2 <br /> (C )l (Distance From Windward Edge) (Cp)2 <br /> Windward Leeward Side o to 4.1 > 4.1 <br /> Background Response Factor (Q) 0.96 0.96 0.97 0.96 <br /> Gust Effect Factors (G) 0.91 0.91 0.91 0.91 <br /> External Pressure Coefficients (Cp) 0.80 -0.5 -0.70 -1.30 -0.70 1 1-0.181 <br /> Net Pressures with+(GC ;) -psf (Netp+) 48.8 -56.7 -73.2 -121.7 -73.0 -30.8 <br /> Net Pressures with-(GC ;) -psf (Netp-)1 81.1 -24.4 -40.9 -89.4 -40.7 1.5 <br /> Plus and minus signs signify pressures acting toward or <br /> away from the surfaces, respectively. <br /> 10/2/2018 <br /> Matthew T. Baldwin, P.E. <br /> Page 3-1 Florida License#64608 <br />