Laserfiche WebLink
EnCon Services, Inc. <br /> Sign Design Calculations <br /> PREPARED BY: En 2 �Services, on Road <br /> Job D Dover, FL <br /> Ze n Ro <br /> 7 Bell 8 over, F 333 <br /> p Gall Rd. F 813 -6 3373 <br /> Order Point Canopy Order Point Canopy lenient, Section 16 Wind Load <br /> Design per 2004 Florida Building Code, 2006 supp Aaron Biedenbach, P.E. <br /> ASCE 7 -02 FL PE #52949, FL EB 9394 <br /> Importance Factor 1 <br /> OH PE 60756, OC #01893 <br /> 1 KY PE #20281, P #2463 <br /> Kzt IN PE #PE 1960032 <br /> B Case 2 FL CBC #060535, QB #22 <br /> Exposure 1 <br /> Kd 0.57 <br /> V z 110 mph <br /> V 1.2 MIN (Larger /Smaller <= 6.0 <br /> Cf 0.85 Wind Pressure <br /> G 1 18 PSF <br /> Number of Poles = 2 Moment <br /> Sign Area Distance to Center P = ft-lb <br /> s ft Oh) <br /> 2 83 720 2040 <br /> n/a 2720 <br /> Top Weight 10.88 250 <br /> 5.25 241 2205 <br /> Top 13.36 9.16 <br /> Middle 4.17 451 1877 <br /> 25.02 1,661 8,841 <br /> Bottom Totals <br /> 2.45 inches cubed per pole <br /> Requded Sx 10.1 6 "x6 "x1 /4" A500 B Steel Tube OK <br /> Provided Sx <br /> 12 0.40 Plate thickness (IN) <br /> Plate Width B (IN) 10 Use 1" A36 Plate <br /> Bolt Spacing d (IN) 8.4 <br /> Diameter of Pole (IN) <br /> Foundation and Anchor Bolts By Others. <br /> 1/29/2009 <br /> Taco Bell Zephyrhills Order Point Canopy l/Z f <br />