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<br />POLE SIGN CALCULATION <br /> <br />JOB NAME: SHERWIN WILLIAMS <br />ADDRESS: 37136 Eiland Blvd. in Zephyrhllls <br /> <br />fOST <br /> <br />INPUT DATA <br />HEIGHT TO SIGN CENTER: <br />SIGN AREA: <br />FOUNDATION DIA. <br />FOUNDATION LENGTH <br />FOUNDATION DEPTH: <br />SOIL BEARING: <br /> <br />5.5 FEET <br />90 S.F. <br />2 FEET <br />2 FEET <br />4 FEET <br />1500 P.S.F. <br /> <br />~EPTH l <br />/fENGTH <br />~ <br /> <br />FLORIDA BUILDING CODE 2001 <br />DESIGN WIND SPEED PER FIG. 1606 <br />IMPORTANCE FACTOR TABLE 1606 <br />HEIGHT & EXPOSURE COEF TABLE 1606.2D <br />EXPOSURE CATEGORY <br /> <br />INPUT <br />110 <br />1 <br />1 <br /> <br />*total face length <br />for multiple footings <br /> <br />23 PSF <br /> <br />TABLE 1606.2B <br /> <br />1.'1" ~ FOOT''''&- <br />oPno~ <br /> <br />B <br /> <br />WIND PRESSURE <br /> <br />CALCULATED WIND LOAD <br /> <br />23 P.S.F. (CALC) <br /> <br />CALCUAL TIONS: <br />OVERTURNING MOMENT: <br /> <br />17,015.40 FT.-LBS. ../ <br />18,720.00 FT.-LBS. <br /> <br />RESISTING MOMENT: <br /> <br />5" x 5" Tube (1/4" min. thickness) <br />Tube Section <br />b= <br />d= <br />1= <br /> <br />5 inside b= <br />5 inside d= <br />17.911458 in ^4 <br /> <br />4.5 <br />4.5 <br /> <br />WIND FORCE: <br />MOMENT AT BASE: <br /> <br />2070 LBS. <br />11,385.00 FT.-LBS. <br /> <br />NUMBER OF SUPPORTS: <br />section modulus <br /> <br />1 <br />7.16 ci <br /> <br />COMPUTED BENDING STRESS: <br />19,068.80 P.S.I. <br /> <br />J <br /> <br />ALLOWABLE BENDING STRESS: <br />30,300 P.S.I. <br /> <br />!POLE <br /> <br />MIN. POLE <br />IMBEDMENT <br />= 8" FROM BOTTOM <br /> <br /> <br />UNLESS OTHERWISE <br />NOTED, ADD 2-#5 <br />REBARS <br />4" LONG THRU POLE IN <br />ONC. <br /> <br />fOOTING <br /> <br />POLE IN SLAB AL T. <br /> <br /> NO. OF ALLOW AlLOW 18" 1MB END 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 3,162.50 6.499.80 32,482.48 <br />0.75 IN 0.00 0.00 3,162.50 6,499.80 32,482.48 <br />1 IN 0.00 0.00 3,~~.,,~1! _ 6,499.80 32,482.48 <br />1.25 IN 0.00 0.00 3,162.50 6.499.80 32.482.48 <br />1.5 IN 0.00 0.00 3,162.50 6499.80 32,482.48 <br />1.75 IN 0.00 0.00 3,162.50 ",499.80 32,482.48 <br /> <br />ArtS~ <br /> <br />Stitzel Engineering & Construction, Inc. <br />317 W. Highland Dr. #101 <br />Lakeland, FL 33813 <br />Phone (863)607-4455 <br />JUN 1 6 2004 <br />