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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 />- <br /> <br />Job Sunny Isles Restaurant <br /> <br />- <br />Sheet No. of <br /> <br />Calculated by DBC Date 5/2010 <br />Checked by PMB Date 5/2010 <br /> <br />B <br /> <br />i <br /> <br />t-1 <br /> <br />L <br />I <br />Linear <br />-+ <br /> <br />A <br /> <br /> 4 <br />t ~ t <br />t T t <br />L!!..f tL!!.. <br />t t <br />t T tV <br />t ~ t <br /> B 4 <br /> <br />AnalysIs : <br /> <br /> <br />Wwind <br /> <br />LHip <br /> <br />rH <br /> <br />Section A-A <br /> <br />htot <br /> <br />L <br />-t <br /> <br />B <br /> <br />Hwall () Hroof <br />Wwmd := WallWlMdPress . ~ + RoofWmdPress' 5 - LHlp '----e- <br /> <br />MaXimum distance between shear walls or any lateral support structures : <br /> <br /> <br />Mmax <br /> <br />~vm~ <br />~t <br /> <br />L No-Blocking <br /> <br />-+ <br /> <br />1 h '001 <br /> <br /> <br />hwall1 <br />-+ <br />1- <br /> <br />WwlMd = 395.1 plf <br /> <br />5 := 24.83ft <br /> <br />-I <br />T := Mmax' L <br /> <br />Mmax := O. I 25wwlMd' 52 Mmax = 30.4 KiP' ft <br /> <br />Vmax := O.5Wwmd' 5 <br />V 0 5 -I <br />Lmear:= . wwlMd' 5 . L <br /> <br />T = 1.2 Kip <br /> <br />Vmax = 4.9 Kip <br />VLmear = I 88.G plf <br /> <br />83 <br />