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<br />... <br /> <br />POLE SIGN CALCULATION <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 />5.5 FEET <br />115 S.F. <br />3 FEET <br />3 FEET <br />4 FEET <br />1500 P.S.F. <br /> <br />~ / I SIGN <br /> <br /> <br />I ~"OST <br /> <br />JOB NAME: SONIC MONUMENT SIGN <br />ADDRESS: 7449 Gilll Blvd. in Zephyrhills <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 />/ <br />// /" PEPTH <br />.~. <br />I~///~ENGTH I <br />~IDTH <br /> <br />WIND PRESSURE <br /> <br />TABLE 1606.2B <br /> <br />CALCULATED WIND LOAD <br /> <br />22.6 P.S.F. (CALC) <br /> <br />CALCUAL TIONS: <br />OVERTURNING MOMENT: <br /> <br />21,363.78 FT.-LBS. <br /> <br />RESISTING MOMENT: <br /> <br />32,580.00 FT.-LBS. <br /> <br />8" Square Tube - Minimum 3/8" Thickness <br />Tube Section <br />b= 8 inside b= 7.25 <br />d= 8 inside d= 7.25 <br />1= 111.098633 in ^4 <br /> <br />WIND FORCE: <br />MOMENT AT BASE: <br /> <br />2599 LBS. <br />14,294.50 FT.-LBS. <br /> <br />NUMBER OF SUPPORTS: <br />section modulus <br /> <br />1 <br />27.77 Ci <br /> <br />COMPUTED BENDING STRESS: <br />6,175.92 P.S.J. <br /> <br />ALLOWABLE BENDING STRESS: <br />30,300 P.S.J. <br /> <br />MIN. POLE <br />IMBEDMENT <br />= 8" FROM BOTTOM <br /> <br /> <br />NLESS OTHERWISE <br />OTED. ADD 2-#5 <br />EBARS <br />4" LONG THRU POLE <br />N CONC. <br /> <br />IFOOTING I <br /> <br />POLE IN SLAB AL T. <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 AL T, PLANE LBS LBS LBS LBS LBS <br />0.5 IN 0,00 0,00 6,353.11 8,160.86 32,482.48 <br />0,75 IN 0.00 0,00 6,353.11 8,160.86 32,482.48 <br />1 IN 0.00 0.00 6,353_11 8,160.86 32,482_48 <br />1.375 IN 2 59,365.63 29,682.81 6,353.11 8,160.86 32,482.48 <br />1.5 IN 0,00 0.00 6,353,11 8160.86 32,482.48 <br />1,75 IN 0.00 0.00 6,353_11 8,160.86 32,482.48 <br /> -' --_.- <br /> <br />Art Stitzel, P.E. #50658 088683 <br />Stitzel Engineering & Construction, Inc. <br />317 W. Highland Dr. #101 <br />Lakeland, FL 33813 <br />Phone (863)607-4455 <br /> <br />SE? 2 8 2004 <br />