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<br />BOTAS 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 by PMB Date 5/2010 <br /> <br />G. Lateral Loads : <br />G. I. Roof Diaphragm AnalysIs. <br /> <br />Roof I . Structure Data : <br /> <br />Hwall := 8.7ft <br /> <br />Hroof := 3.2ft <br /> <br />LHlp := 7.8ft <br /> <br />Note: Wind Pressures from Main Wind-Force ReSisting System AnalysIs (see attached <br />calculation) <br /> <br />Length of the whole buildmg : <br /> <br />B := 24ft + lOin Height of the floor: <br />L := 2Gft + Oln Height of the Roof: <br /> <br />Width of the whole buildtng : <br /> <br />Wind <br />---lIo... <br /> <br />\fIJlnward <br /> <br />Leeward <br /> <br /> <br />Leeward and Wtndward Wall pressure: <br /> <br />Leewardwall := -37.0psf Sldewall:= -47.4psf <br />WlndwardWall := SI.7psf <br />WlndwardRoof := -38.0psf <br />LeewardRoof := -42.2psf <br /> <br />Leeward and Windward Roof pressure : <br /> <br />Final wall wind pressures: <br /> <br />At Wall Level : <br /> <br />WallWmdPress := Windwardwall - Leewardwall <br /> <br />WallWtndPress = 88.7 psf <br /> <br />Final roof wind pressures : <br /> <br />At Roof Level : <br /> <br />RoofWtndPress := WlndwardRoof - LeewardRoof RoofWlndPress = 4.2 psf <br /> <br />82 <br />