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<br />II <br /> <br />lS' <br /> <br />, I <br /> <br />7, I <br /> <br />Design Calculations <br />for: E-"~~~ '?-o'N\ ~ "<<.t-So~ <br /> <br />8y; ~~ ~~~C\ ~WtJ lNc.,Co; <br />Design based on Southern Standard <br />Building Code 110 m.p.h. <br />Wind Load;: 28 PSF 151-201. 34 PSf 201-40' <br />25 PSf 01-15' <br />factor of Safety vs. Overturning. 1.5 <br />Assumed Soil R~sistance 400 PSf/ft. of Oepth <br /> <br />C.Y. 2500 psi Concrete F.D.O.J. Specs <br />W 15 Re-~ar @ l~" ole Both Ways Top & <br />Bottom <br /> <br />t. c:s ' <br /> <br /> <br />c:- ClArO. 6 <br /> <br />1_ f2 , <br /> <br />.. <br /> <br />.-,' Bending Moment. He <br />90 t/ X ?>yrr--!>c 22.,' <br />+ <br /> <br />"sa <br /> <br />Top S 19n <br />Hiddle Sign <br /> <br />+ <br />lotil"a a67.~ f.-( <br /> <br />Lo~er Si9n <br /> <br />, . , <br /> <br />Requ1 red Sx · He <br />F B All <br /> <br />;: <br /> <br />/ ~ <br />b 7, ,. , <br />.66 F y)({, 'r?, )( 7" <br /> <br />....."\ <br />;: I L"b if L... <br /> <br />.......>-~--~...._------_. ~- <br /> <br />f · 46.000 KS I A 5000 f y · 36.000. A -36'.'" 35. s.c. Hll40 .....J... <br />y .-+--_--A.l~1.QL: <br />..:.. '; . f I <br />Provided Sx ;: 14,<:1 ,) S Req1d .. OK u~e 2-- W 1'2 X It.( S <br />X <br /> <br />. <br />. <br /> <br />Resisting base Moment, MI{ ;: 400 PSf/ft. of delJth x depth x Area x 2/3 depth <br /> <br />HR · 4 't'\ 4<><> ~ /,ftX It..')( 4- ')0 'Iz)f 4 r " ~o 4"gtt--' \u <br /> <br />factory or Safety vs. overturning =..!,U ~ LS n }l'n'( <br />rI~ ,:).. "MU \6 11", <br />F.S. ;; '2;J4-.x :; 3,c - 1.5 ok tt. "" <br />'~1,3t'4 <br /> <br />Prepared by: Lorry Brooks. .. <br />p . (). Box 69 I <br />Elfers, Florida 34680 <br />(813) ~ et~ (Pasco County) <br /><14... L()~7 <br /> <br />