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• <br /> En Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Taco Bell 2272 Jaudon Road <br /> 7313 Gall Rd. Dover, FL 33527 <br /> Zephyrhills, Florida 813 - 655 -3373 <br /> Clearance Bar F 813 - 655 -9814 <br /> Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load <br /> ASCE 7 -02 Aaron Biedenbach, P.E. <br /> FL PE #52949, FL EB 9394 <br /> Importance Factor 1 OH PE 60756, OC #01893 <br /> Kzt 1 KY PE #20281, P #2463 <br /> Exposure B Case 2 IN PE #PE 19600322 <br /> Kd 1 FL CBC #060535, QB #22527 <br /> Kz 0.57 <br /> V 110 mph <br /> Cf 1.2 M/N (Larger /Smaller) <= 6.0 <br /> G 0.85 Wind Pressure <br /> Number of Poles 1 18 PSF <br /> Sign Area Distance to Center P = Force Moment <br /> (sf) (ft) (lb) (ft-lb) <br /> Top 56.00 7.10 1009 7161 <br /> Middle 0 0 <br /> Bottom 0 0 <br /> Totals 1,009 7,161 <br /> Required Sx 2.83 inches cubed per pole <br /> Provided Sx 10.1 6 "x6 "x1/4" A500 B Steel Tube OK <br /> Plate Width B (IN) 11 0.47 Plate thickness (IN) <br /> Bolt Spacing d (IN) 8 Use 1 -1/4" A36 Plate <br /> Diameter of Pole (IN) 6 <br /> Foundation and Anchor Bolts By Others. <br /> 1/29/2009 <br /> Taco Bell Zephyrhills Clearance Bar <br />