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<br />COMPANY; Roger's Sign <br />PROJECT: Lykins <br /> <br />Architectural Services & Engineering, Inr. <br />24710 Stnte Road 54 EBO 7882 <br /> <br />LUt7, FI 33559 <br /> <br />Robert W, Wall, PE <br />Fla 46021 <br /> <br />o' <br />.' 0 <br /> <br />12'-OArea 1 <br /> <br />Salllpln Calculations <br />Wind Load = WL <br />WL = CI * WIND ksl <br />WL = 1.2 . 2,08 <br />Force = ,02500' 132 <br />Force = 3,3009 kips <br /> <br />Zreq - Moment . 12 <br />Ill' NC <br /> <br />III = 21,0 ksi lor Steel pipe <br />Ih = 27,6 ksi lor Steel pipe <br />Ih = 19,0 ksi lor Aluminulll <br />LDF = 1 <br />Zreq = 18,15' 12 <br />24 . 1 . 2 <br />2req = 4,538 in3 <br /> <br />"x .258" ASTM A53-S/B Pip <br />5.45 in3 > Zreq = 4,53 in3 <br /> <br />b = width of footer (ft) <br />d = height of footer (ft) <br />= 4.16 (kips) > 3.30 (kips) is O.K. <br />~}, <br />f-'l' ~ <br />"'!-..'... ,."" ~ l.n (J <br />,'"._,... ", (../ .(.) . <br />r,~._.. '~' _~ _ ~L'J. ~ <br /> <br />C? <br />M <br /> <br />:~:~:;:~::.~t.::~:1:~:~: <br />::':;;;::::::::'1::::::::) <br />....".. ...., <br />........,.... ......... <br />;:::::;:::::; ::::;:::: <br />.:.:.:.:.:.:.:.:.:.:.:.;.:. <br />mmr=:}=:ffj <br /> <br /> <br />2 ' - 0 " <br />~o" <br /> <br />2 ' - 0 .. , <br />~O" <br /> <br />WIND - ASCE - Exposure B - 130 mph <br />Cf Wind AREA <br />( sf) (ft2) <br /> <br />1.00 <br />TOT ALS <br /> <br /> <br />1.20 <br /> <br />20.84 <br /> <br />MEAN SIGN HEIGHT (HB) = <br /> <br />MOMENT AT GROUND = <br />TOTAL FORCE <br /> <br />CHECK FOOTING <br />Pallow = S * b * d ^ 2 <br />2.37 * d + 2.64 * HB <br />P allow = 2.5 * 4 * 3 ^2 <br />2.37 * 3 + 2.64 * 5.5 <br /> <br />REVIEW DATE, - t ... \ ~l" <br />CITYOFZEPHY~ <br />BUILDING OFFICIAL.. }.... ;) <br /> <br /> <br /> <br />aUILDING SHALL COMPLY WITH <br />ALL APPLICABLE BUILDING <br />ELECTRICAL, PLUMBING ANn <br />MECHANICAL CODES, <br /> <br />Concrete approx: ,888 CU, yds <br />Crlllcrele is 3000 psi at 28 days <br />Wind loads - FBC 2004, ASCE 7-02 <br /> <br />Sit!'" - AISC-ASD Ninth Edition <br />Soil hearing capacity 2000 psI (2 ksf) <br /> <br />y <br />(ft) <br />5.50 <br /> <br />FORCE <br />(ki s) <br /> <br />3.30 <br />3.30 <br /> <br />Z REO <br />(in3) <br /> <br />4.54 <br /> <br />MOMENT <br />(k-ft) <br />18.16 <br /> <br />18,15 k-ft <br />3,300 kips <br /> <br />= 5. 5 ft <br /> <br /> <br />'... <br /> <br />m <br />~;?Jo~ <br />