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• <br /> EnCon 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 /> Menu Board 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 <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 8.40 8.00 151 1210 <br /> Middle 45.88 4.29 826 3545 <br /> Bottom 3.66 0.68 66 45 <br /> 0 0 <br /> Totals 1,043 4,800 <br /> Required Sx 1.91 inches cubed per pole <br /> Provided Sx 4.76 6 "x3 "x3/16" Grade A500 B Steel Tube <br /> Base Plate Design <br /> Distance Between Bolts 6 4800 Tension on Bolts (LB) <br /> Number of Bolts per Base Plate 4 Use 1" Dia. X 36" Long A307 Bolts <br /> with 4" "L" Bend <br /> Plate Width B (IN) 9 0.60 Plate thickness (IN) <br /> Bolt Spacing d (IN) 6 Use 3/4" A36 Plate <br /> Diameter of Pole (IN) 3 <br /> Foundation by others. <br /> !/29/2009 <br /> Taco Bell Zephyrhills Menu Board <br />