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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, Fl33126 <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Checked bv PMB Date 5/2010 <br /> <br />Number of effective connections on exterior wall : <br /> <br />Force per connection : <br /> <br />Extenor Wall Ftot I := Vmax No:= 13 <br /> <br />F Ftotl <br />"=- <br />No <br /> <br />F I = 4GO.71bf <br /> <br />Force - F2 <br />Wind at Side Wall 51deWall := 51deN5Wall <br /> <br />MaxWlndwall := 51deWall MaxWlndwall = -47.4 psf <br /> <br />Truss' tributary width: WT rU55 := 2ft <br /> <br />Wall height: ~:= 10.G7ft <br />Force per connection: F2 := MaxWlndwall' (0.5' hwall) , WTru55 <br /> <br /> <br />Force - F I (Wmd Side-Side) <br /> <br />Note : Wind Pressures from Main Wind-Force ReSisting System AnalysIs (see attached <br />calculation) <br /> <br />Wind <br />---a.... <br /> <br />VVlnward <br /> <br />Leeward <br /> <br /> <br />Leeward and Windward Wall pressure: <br /> <br />.~:= 53.2psf <br /> <br />.~,"),,",:= -2 I .Gpsf <br />.~:= -48.7psf <br /> <br />Leeward and Windward Roof pressure : <br /> <br />~~:= -24.3psf <br /> <br />~~\:= -43.3psf <br /> <br />9 <br />