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<br />POL5 SIGN CALCULATION <br /> <br />JOB NAME: SONIC <br />ADDRESS: 7449 Gall Blvd in Zephyrhills <br /> <br />INPUT DATA <br />HEIGHT TO SIGN CENTER: <br />SIGN AREA: <br />FOUNDATION WIDTH <br />FOUNDATION LENGTH <br />FOUNDATION DEPTH: <br />SOIL BEARING: <br /> <br />-4 FEET <br />90S.F. <br />a FEET <br />3 FEET <br />3 FEET <br />1500 P.S.F. <br /> <br />//) <br />j:~p~ <br /> <br /> <br /> <br />I~/ /lENGTH <br /> <br />INPUT <br />110 <br />1 <br />1 <br />B <br /> <br />~IDTH <br /> <br />FLORIDA BUILDING CODE 2001 <br />DESIGN WIND SPEED PER FIG. 1606 <br />IMPORTANCE FACTOR TABLE 1606 <br />HEIGHT & EXPOSURE COEF TABLE 1606.20 <br />EXPOSURE CATEGORY <br /> <br />'Use total face length <br />for multiple footings. <br /> <br />WINO PRESSURE <br /> <br />23 PSF <br /> <br />TABLE 1606.2B <br /> <br />CALCULATED WIND LOAD <br /> <br />23 P.S.F. (CALC) <br /> <br />CALCUAL TIONS: <br />OVERTURNING MOMetr <br /> <br />RESISTING MOMENT: <br /> <br />12,502.80 FT.-LBS. <br />19,845.00 FT.-LBS. <br /> <br />J <br /> <br />No Tube or Pipe (1/16" Thick Alum. Skirt) <br />Tube Section <br />b- <br />d= <br />1= <br /> <br />12 inside b= <br />12 inside d= <br />70_8827922 in ^4 <br /> <br />NO luBf- <br />11.875 <br />11.875 ()(l. PIPE <br /> <br />WIND FORCE: <br />MOMENT AT BASE: <br /> <br />2070 LBS. <br />8,280.00 FT.-LBS. <br /> <br />NUMBER OF SUPPORTS: <br />section modulus <br /> <br />1 <br />11.81 ci <br /> <br />COMPUTED BENDING STRESS: <br />8,410.50 P.S.I. <br /> <br />~ <br /> <br />ALLOWABLE BENDING STRESS: <br /> <br />USE CHECKED <br />OPTION BELOW <br /> <br />MIN, POLE <br />IMBEDMENT 8" <br />FROM BOTTOM <br /> <br />/ <br /> <br />NLESS OTHERWISE <br />OTED, ADD 2-#5 <br />EBARS <br />4" LONG THRU POLE <br />IN CONC_ <br /> <br />Steel TVDe <br />A36 <br /> <br />24,000 P.S.I. <br /> <br />~ <br />fOOTING <br /> <br />A441 (46) <br />A572 (50) <br /> <br />30,400 P.S.I. <br />3~~,OOO P.S.I. <br /> <br />POLE IN SLAB ALT. <br /> <br /> NO,OF ALLOW ALLOW 18"IMBEND MIN <br />A307 GRD 'A' BOLTS BOLTS ALLOW. <br />ALLOWABLE BOLT LOAD IN TENSION SHEAR TENSION SHEAR CONC. PULL OUT <br />ANCHOR BOLTS ALT. PLANE LBS LBS LBS LBS LBS <br />0,5 IN 0.00 0.00 5,520.00 6,499.80 32.482.48 <br />0.75 IN 2 17662.50 8831.25 5 520.00 6,499.80 32,482.48 <br />1 IN 0.00 0_00 5,520.00 6,499,80 32,482.48 <br />1,25 IN 0.00 0_00 5,520.00 6,499.80 32,482.48 <br />1,5 IN 0,00 0.00 5,520.00 6499.80 32,482.48 <br />1,75 IN 0.00 0.00 5,520.00 6,499.80 32,482.48 <br /> <br />J <br /> <br />MOC)jQS3 <br /> <br /> <br /> <br />Stitzel Engineering & Construction, Ine, <br />317 W. Highland Or. #101 <br />Lakeland. FL 33813 <br />Phone (863)607-4455 <br /> <br />NOV 0 5 2004 <br />