Laserfiche WebLink
<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 />Final wall wind pressures : <br /> <br />Checked bv PMB Date 5/2010 <br /> <br />At Wall Level : <br /> <br />~:= WaIlEW.Ww - WaIlEW.Lee <br /> <br />WallWlndPre55 = 74.8 psf <br /> <br />Final roof wind pressures : <br /> <br />At Roof Level : <br /> <br />...~:= RoofEW.Ww - RoofEW. Lee RoofWlndPre55 = 19 psf <br /> <br />Structure Data : <br /> <br />Lenqth of the whole buildlMq : <br /> <br />Jl.:= 2G.Oft <br />k..:= 24.83ft <br /> <br />Width of the whole building : <br /> <br />i <br /> <br />t-1 <br /> <br />L <br />I <br />Linear <br />--+- <br /> <br />B <br /> <br />A <br /> <br /> 4 <br />t --1:1.. t <br />t T t <br />At tA <br />t to <br />t T tV <br />t .....c=..- t <br /> B 4 <br /> <br />AnalysIs : <br /> <br /> <br />Wwind <br /> <br />Height of the I st floor: <br /> <br />..!1J~:= 10.G7ft <br />~.:= 3.2ft <br />~:= 7.8ft <br /> <br />Helqht of the Roof: <br /> <br />LHip Section A-A <br />tM: -t <br /> -t h roof <br />htol hwall2 <br /> -t <br />L <br /> hwall1 <br /> -+ <br />-t 8 t- <br /> <br />H I wall <br />~:= WallWlndPre55' 2 + RoofWlndPre55' Hroof <br /> <br />wWlnd = 4GO plf <br /> <br />Maximum distance between shear walls or any lateral support structures : <br /> <br /> <br />Vmax <br /> <br />~:=5 <br /> <br />~:= 0.5. WWlnd' 5, <br /> <br />Vmax = GKlp <br /> <br />10 <br />