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<br />WIND DESIGN CRITERIA / <br />WIND VELOCITY 110 MPH <br />IMPORTANCE FACTOR 1 <br />EXPOSURE CATEGORY 8 <br />INTERNAL PRESSURE COEF. :to <br />COMPONENT/CLADDING PRESS. 23 PSF <br />FORCE COEFFICIENT 1 <br />WIND LOAD AREA 90 SF <br />SIGN WEIGHT N/A <br />'.I PLEASE NOTE THERE ARE 2 FOOTING OPTIONS <br /> <br />Sherwin Williams Sign <br />37136 Eiland Blvd. in Zephyrhills <br />June 16, 2004 <br /> <br /> <br />10){" <br /> <br />--I <br /> <br />SEE <br />OPY\ONS <br /> <br />10'-1%" <br /> <br />I <br /> <br /> <br /> <br />/ <br /> <br />l6" <br />t <br /> <br />I~i.. I I ., <br />'f( .'1 .(~. . <br />I I I' . I <br />I' 'I I ',I CONCRETE <br />Il } I . _ I FOUNDATION <br />I ~.u ' I <br />L _ _ _" J <br /> <br />MINIMUM <br /> <br /> <br />. LSH::J <br />CPn otJs <br /> <br />FOOTING OPTIONS <br />(A) 24" + and 4' deep <br />(8) 36" + and 3' deep <br /> <br />(~ <br /> <br />NOTES FOR CABINET SIGNS <br />Cabinet frames are constructed <br />of the following alt's: <br />(I) 1-II2" x 1-1/2" steel angle <br />wi solid welds at all joints <br />(2) 9" box beam alum. extrusion <br />welded at all joints <br />(3) support pipes through cabinet <br />are to be welded <br />(4) support pipes connected to <br />outside cabinet are to be bolted <br /> <br />TS 5x5x.250 <br />A-50G GR B <br />@15.62 #/FT. <br />5' --9t LG. <br /> <br />. POLE COVER <br />GRADE <br /> <br />ALL CONSTRUCTION PLANS SHALL <br />CONFORM TO THE LATEST EDITION <br />OF THE FLA. BLDG. AND NEC CODE. <br /> <br />I HEREBY CERTIFY THAT THIS SIGN <br />MEETS THE 110 MPH WIND LOAD REO. <br />OF THE 2001 FLORIDA BUILDING CODE. <br /> <br />u-At1 ~ <br /> <br />ART STITZEL, P.E. #50658 088683 <br />STITZEL ENGINEERING & CONST., INC. <br />317 W. HIGHLAND DR. #101 <br />LAKELAND, FL 33813 <br />PHONE (863)607-4455 <br />JUN 1 6 2004 <br />