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<br />COMPANY: Apple Sign <br />, PROJECT: 'AP08-04 7 <br /> <br />Architectural Services & Engineering, Inc <br />24710 State Road 54 <br />Lutz, FI 33559 EBO 7882 <br /> <br />Robert W. Wall, PE <br />Fla 46021 <br /> <br />S~mpl" CillcLllatiollS <br />Willd LOild ~ WL <br />WL = Cf ' WIND psf <br />WL ~ 1.2 * 31.217 <br />Force = 37.460' 80 <br />Force = 2.9968 kips <br /> <br />8' - 0" <br /> <br />Area 1 <br /> <br />Zreq = Moment' 12 <br />!b 'NC <br /> <br />NC C~ NUlllbcr of CO!<11ll11S <br /> <br />fb-~ Bendill!! (ksi) <br /> <br />0' <br />,0 <br />00 <br /> <br />8 "x .322 " ASTM A53-S/B Pipe <br />Zact 16.81 in3 > Zreq = 7.4921 in3 <br /> <br />LDF = 1 <br />Zreq = 14.98' 12 <br />24 . 1 . 1 <br />Zreq ~ 7.492 in3 <br /> <br />Foundation Note: Use anchor bolts with caged steel <br />#5 rebar 6" o.c. each way vertically and horizontally. <br /> <br />Concrete ilpprox. 2.96 cu. yds <br />COllcrete is 3000 psi at 28 days <br />All willd loads designed ASCE 7.02 <br />which Illeets FBC 2004, wi 2006 supp., <br />IBC 2003, IBC 2006 <br />Structural Steel Design Dilly as approved <br />III Chapter 35 of referenced codes. <br />Soil COlldiliollS to be of bearing <br />capacity, verify before cOllstrLlctioll <br /> <br />o <br />~ <br /> <br />I I <br /> <br />4' - 0 " <br />\.... X 4' ()I" <br /> <br />WIND - ASCE - Exposure C - 130 mph <br />Cf Wind <br />( sf) <br /> <br />AREA <br />(ft2) <br /> <br />y <br />(ft) <br />5.00 <br /> <br />FORCE <br />(ki s) <br /> <br />3.00 <br />3.00 <br /> <br />MOMENT <br />(k-ft) <br />14.98 <br /> <br />Z REQ <br />(in3) <br />7.49 <br /> <br />1.00 <br />TOTALS <br /> <br />1.20 <br /> <br />31.22 <br /> <br />80.00 <br />80.00 <br /> <br />MEAN SIGN HEIGHT (HB) <br /> <br />MOMENT AT GROUND <br />TOTAL FORCE <br /> <br />1 4. 98 k - ft <br />2.996 kips <br /> <br />5 <br /> <br />ft <br /> <br />CHECK FOOTING <br />Pallow = S * b * d ^ 2 <br />2.37 * d + 2.64 * HB <br />P allow = 2.5 * 4 * 5 <br />2.37 * 5 + <br />BOLTS AND BASE PLATE <br /> <br />Area Bolt Size Num Spacing <br />(in) (in) <br /> <br />^2 <br />2.64 * 5 <br /> <br />b = width of footer (ft) <br />d = height of footer (ft) <br />9.9800 (kips) > 2.9968 (kips) is O.K. <br /> <br /> <br />Plate Dim. <br />(in) <br /> <br />Thick. <br />(in) <br /> <br />Load <br />(ksi) <br /> <br />MAX <br />(ksi) <br /> <br />ASTM-A36 <br /> <br />1.000 <br /> <br />4 12.000 <br /> <br />7.49 <br /> <br />14.92 <br /> <br />17.00x 17.00 0.750 <br /> <br />15.87 <br /> <br />27.00 <br /> <br /> <br />" ClArE: blll~b <br />, 7 .,~ ~:l y. .~::{IJ.-.<;;~-'.-.. ... .~ <br />,,~ 1".1,""- \tfr.... <br /> <br />.. ~ <br /> <br />