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<br />SUNTRUST MONUMENT SIGN CALCIS-2 POLE SIGN <br />PASCO CO, FL. <br /> <br />HIND LOADS PER FLORIDA 5UILDIN6 CODE, 2004 ED. REF. ASCE1-02, <br />130MPH RE610N EXP 5, 1=1.0, COMPo a CLADDIN6 26.3 psf, FORCE COEFF. 1.2. <br /> <br />SIZE OF STL POLES <br /> <br />MOMENT @ BASE = M = (AREA)(CENTROID)(HIND PRESSURE) <br />M = (1IIX6')(5.51)(26,3psf) = Cf/546.Cf'# <br /> <br />SECTION MODULUS = Sx <br />fb = 24,000 FOR PIPE <br />Sx REQ'D = Cf,546.Cf'# X 12 <br />24,OOOksi X 1.33 <br />Sx = 611cP STD PIPE= 8.5 in.3 > 3.58 In.3 <br /> <br />= M X 12 <br />241000ksi X 1.33(FOR HIND) <br />= 3.58 in3 <br /> <br />000 OK <br /> <br />SIZE OF AUGERED CONCRETE FOOTING <br /> <br />D = DEPTH OF FTG D = 3 M X 12 - Cl,546.Cl X 12 <br />B = HIDTH OF FTG 600 X (B) 600 X (3') <br />600 = psf/ft FOR SOIL D = 3.Cl4 USE 61-011 DEEP X 36'14> <br />CONCRETE FOOTING <br /> <br />~ <br /> <br />l6lLflcfl- <br /> <br />NOTES: <br /> <br />CALCULATED BY <br />WILSON DRAFTING AND DESIGN <br />ORLANDO, FL. <br />PH. 321-303-6699 <br /> <br />PROJECT <br /> <br />FLORIDA HOSPITAL MONUMENT SIGN <br />ZEPHRHILLS, FL <br /> <br />CHECKED BY <br />ENRIQUE A. TORRENS, P.E. # 33379 JOS< 70553 <br />624 BUCKINGHAM DR. <br />OVEIDO, FL 32765 <br />PH/FAX 407-977-3689 FOR DIAMOND ELECTRIC <br />NOT VALID FOR CONSTRUCTION S 2 <br />UNLESS SIGNED AND SEALED DATE 10-25-07 r;ET OF 2 <br />