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<br />BOTAS ENGINEERING, INC. <br /> <br />Consulting Engineers <br /> <br />Patricia M. Botas - Florida license # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, Fl33126 <br /> <br />Job Sunny Isles Restaurant <br /> <br />- <br />Sheet No. of <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Checked by PMB Date 5/2010 <br /> <br />Structure Data : <br /> <br />Length of the whole building : <br /> <br />5 := 24.83ft <br /> <br />Width of the whole building : <br /> <br />L := 2G.Oft <br /> <br />i <br /> <br />1'-1 <br /> <br />L <br />I <br />inear <br />-+ <br /> <br />B <br /> <br />A <br /> <br /> 4 <br />t ~ t <br />t T t <br />.o.t t.o. <br />t t <br />t T t VL <br />t ~ t <br /> B 4 <br /> <br />AnalysIs : <br /> <br /> <br />Wwind <br /> <br />Helqht of the I st floor: <br /> <br />H I wall := 10.G7ft <br />H2wall := 8.G7ft <br />Hroof := 3.2ft <br />LHlp := 7.8ft <br /> <br />Helqht of the Roof: <br /> <br />LHip Section A-A <br />tH -+ <br /> -+ h roof <br />htot hwall2 <br /> -+ <br />-L <br /> hwall1 <br /> -+ <br />-+ B f- <br /> <br />H I wall () H roof <br />WWlnd := WallWlndPre55 . 2 + RoofWlndPre55' 5 - LHlp . B <br /> <br />wWlnd = 482 plf <br /> <br />Maximum distance between shear walls or any lateral support structures : <br /> <br /> <br />5, := 5 <br /> <br />Vmax <br /> <br />Vmax := 0.5. WWlnd' 5 I <br /> <br />Vmax = GKlp <br /> <br />8 <br />