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<br />BOTAS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />- <br />Sheet No. of <br /> <br />Consulting Engineers <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Patricia M. Botas - Florida license # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, Fl33126 <br /> <br />Checked by PMB Date 5/2010 <br /> <br />AnalysIs : <br /> <br /> <br />Wwind <br /> <br />H2wall <br />~:= WallWlndFre55' + RoofWmdFre55' Hroc <br />2 <br /> <br />wwmd = 33 1 plf <br /> <br />MaXimum distance between shear walls or any lateral support structures: <br /> <br />~:= B <br /> <br /> <br />Vmax <br /> <br />~:=O.5'wwmd.BI <br /> <br />Vmax = 2 Kip <br /> <br />Number of effective connections on exterior wall : <br /> <br />Force per connection : <br /> <br />Exterior Wall ~lN:= V max ~:= 7 <br /> <br />F Ftotl <br />1'=- <br />/WoIoM . No <br /> <br />F 1 = 251 .9lbf <br /> <br />Force - F2 <br /> <br />Wind at Side Wall <br /> <br />~lJ..,:= 51deEWWall <br /> <br />,~~..:= 51dewall <br /> <br />MaxWlndwall = -48.7 psf <br /> <br />Wall helqht: <br /> <br />Force per connection: ~:= MaxWlndwall' (0.5 . hwall) . WTru55 <br /> <br />~:= 2ft <br />~:= 7.G7ft <br /> <br />Truss' tributary width: <br /> <br /> <br />15 <br />