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<br />BOT AS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />Consulting Engineers <br /> <br />- <br />Sheet No. of <br /> <br />Patricia M. Botas - Florida license # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, FL 33126 <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Checked by PMB Date 5/2010 <br /> <br />Number of effective connections on exterior wall : <br /> <br />Force per connection : <br /> <br />Extenor Wall ~:= V max ~:= 18 <br /> <br />Ftotl <br />FI :=- <br />MNW\ No <br /> <br />F I = 332. I Ibf <br /> <br />Force - F2 <br /> <br />Wind at Side Wall <br /> <br />I~J~:= 51deEWWall <br /> <br />~~..:= 51deWall <br /> <br />MaxWlndwall = -48.7 psf <br /> <br />Force per connection : <br /> <br />~:= 2ft <br />~:= 8.G7ft <br />~:= MaxWlndwall' (0.5' hwall)' WTru55 <br /> <br /> <br />Truss' tributary width: <br /> <br />Wall helqht: <br /> <br />2.2.2 -H-I 9.31 <br /> <br />Force - F I (Wind North-South) <br /> <br />Note: Wind Pressures from Main Wind-Force Resisting System AnalysIs (see attached <br />calculatIon) <br /> <br />Wind <br />--a.. <br /> <br />Wnward <br /> <br />Leeward <br /> <br /> <br />Leeward and Windward Wall pressure : <br /> <br />~~:= 51.7psf <br /> <br />~~~.:= -37.0psf <br />I~~:= -47.4psf <br /> <br />11 <br />