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<br /> COMPANY: Architectural Services & Engineering, Ine Robert W. Wall, PE <br /> PROJECT: AP08-058 24710 State Road 54 Fla 46021 <br /> Lutz, FI 33559 EBO 7882 <br /> Sample, C~lculatiol1s <br /> Wi,ld Load = WL <br /> WL = Cf * WIND psi <br />--- WL = 1.2 , 31,217 <br /> Force = 37.460' 66.666 <br /> Force = 2.4973 kips <br /> Zreq -- MOIl18ot * 12 <br /> 8' - 0" Area 1 fb' NC <br /> 7 - --- NC = NUlllber of columns <br />0 ro Ib = Bellding (ksi) <br />- <br />~ <br />~ <br /> LDF = 1 <br /> -I- Zreq = 1 0.40 * 12 <br /> 8' - 0 " Area 2 24 * 1 * 1 <br /> ro - 1---12"x " Zreq = 5.202 in3 <br /> ,375 ASTM A53-S/B Pipe <br /> N~ Zact = 43.8 in3 > Zreq = 9.0654 in3 ConcrC'te approx, 4.62 ell, yds <br /> I 1 Concrete is 3000 psi at 28 days <br /> I EXISTING FOUNDATION & STEEL I All wind loads designed ASCE 7-02 <br />0 I I which meets FBC 2004, wi 2006 Supp., <br />m 18C 2003, IBC 2006 <br /> Struclllrill Steel Design only as approved <br /> I I in CI1apter 35 of referenced codes. <br />- "---- Soil Conditions to be of bearing <br /> 5 ' - 0 " <br /> I.... 5'-0") capacity, verify before construction <br /> X <br /> WIND - ASCE - Exposure C - 1 30 mph <br /> Cf Wind AREA y FORCE MOMENT Z REQ <br /> (psf) (ft2) (ft) (kips) (k-ft) (in3) <br /> 1.00 1.20 31.22 66.67 6.83 2.50 10.41 5.20 <br /> 2.00 1.20 31.22 21.33 1.33 0.80 18.13 9.07 <br /> TOTALS 88.00 3,30 <br /> MEAN SIGN HEIGHT (HB) - MOMENT AT GROUND - 1 8. 1 3 k - ft - 5.5 ft <br /> - - - <br /> TOT AL FORCE 3.296 kips <br /> CHECK FOOTING <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 * 5 * 5 ^2 - 11.850 (kips) > 3.2965 (kips) IS O.K. <br /> - <br /> 2.37 * 5 + 2.64 * 5.5 <br /> BOL TS AND BASE PLATE <br /> Area Bolt Size Num Spacing Load MAX Plate Dim. Thick. Load MAX <br /> (in) (in) (kips) (kips) (in) (in) (ksi) (ksi) <br /> 2 ASTM-A36 1,125 4 14.000 7.77 18.89 24,00 x 24,00 1.250 1.55 27,00 <br /> r1(40fJ <br />