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<br />COMPANY: Apple Sign <br />. PROJECT: Express Care <br /> <br />Architectural Services & Engineering, Inc <br />24710 State Road 54 ESO 7882 <br />Lutz. FI 33549 <br /> <br />Robert W. Wall, PE <br />Fla 46021 <br /> <br /> 6'- 9. Area 1 <br /> ~ <br /> I <br /> CD <br /> l' - O' Area 2 <br /> 0 6 '- O' Area 3 <br />. ... <br />o . <br />I 0 <br />t!l.J. <br /> <br />Sample Calculations <br />Wind Load=WL <br />WL = Cf'" WINO /<sf <br />WL = 1.2 ... 1.95 <br />Force = 2.3515'" 63 <br />Force = 1 .4814 kips <br /> <br />Zreq = Moment'" 12 <br />fb .. NC <br /> <br />O' - 10' <br /> <br />Area 4 <br /> <br />fb = 21.0 ksi for Steel pipe <br />fb = 27.6 ksi for Steel pipe <br />fb = 19.0 ksi for Aluminum <br />LDF = 1.33 <br />Zreq = 6.913" 12 <br />27.6 ... 1.33'" 1 <br />Zreq = 2.254 in3 <br /> <br />Concrete approx. 2.37 cu. yds <br />Concrete is 3000 p;l at 28 days <br />Wind loads - FBC 2001, ASCE 7-98 <br /> <br />:0 <br />I <br />o <br />... <br /> <br /> <br />10' x .25' ASTM A50O-B Tube <br />Zact= 30.1 in3 > Zreq - 12.2 in3 <br /> <br />b <br />.I <br />.... <br /> <br />I I <br />I I <br />I I <br /> <br />Steel - AISC-ASO Ninth Edition <br />Soil bearing capacity 2000 pst (2 ksl) <br /> <br />4'- 0 " <br />I.. -d <br />x 4' - . <br /> <br />WIND - ASCE - Exposure B - 130 mph <br />Cf Wind AREA <br />s ft2 <br /> <br /> <br />1.00 <br />2.00 <br />3.00 <br />4.00 <br />TOTALS <br /> <br />1.20 <br />0.70 <br />1.20 <br />0.70 <br /> <br />19.60 <br />18.02 <br />17.96 <br />17.96 <br /> <br />63.00 <br />1.00 <br />24.00 <br />8.89 <br />96.89 <br /> <br />20.33 <br />15.17 <br />12.67 <br />5.33 <br /> <br />1.48 <br />0.01 <br />0.52 <br />0.11 <br />2.12 <br /> <br />6.91 <br />8.40 <br />15.41 <br />37.46 <br /> <br />2.25 <br />2.74 <br />5.03 <br />12.22 <br /> <br />1 <br />MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 37.46 k-ft = 17.6 ft <br />CHECK FOOTING TOTAL FORCE 2.123 kips <br /> <br />Pallow = S * b * d " 2 b = width of footer (ft) <br />2.37 * d + 2.64 * HB d = height of footer (ft) <br />P allow = 2.5 * 4 * 4 "2 = 2.85 (kips) > 2.12 (kips) is O.K. <br />2.37 * 4 + 2.64 * 17.6 <br /> <br />DATE <br />BUI!..['I <br /> <br /> <br />