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A S and E, Inc. 24710 State Road 54 (813) 948 -2812 <br /> Lutz, FI 33559 Fax: (813) 949 -2016 <br /> Name: Chandler Signs Project Aspen Dental (Sign A) <br /> Wind Speed 130 mph All Wind Loads meet 2009 Supplement with the <br /> Mean Height 60 ft 2007 Florida Building Code <br /> Wind Code ASCE 7 -05 Exposure C Importance Factor 1 <br /> Wind Pressure (WP) 41.56 psf <br /> Shape Factor (SF) 1.20 Total Pressure = WP *SF 49.87 psf <br /> - • n <br /> 0 <br /> K <br /> r <br /> Letter Height (in) 3 ft 0 in Connection Notes: <br /> Letter Width (in) 3 ft 0 in Use minimum (3) stainless steel #14 tek screws <br /> Area 9 sq ft into structural steel backing for each channel <br /> letter. <br /> Number of Bolts 3 <br /> Shear Value 613 Ibs <br /> Tension Value 920 Ibs <br /> Shear per bolt = Area * 10 psf 30.00 Ibs <br /> Tension per bolt = Pressure * Area 149.60 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> (Bolt Value 0.21 < 1.00 O.K. <br /> General Notes: Connection design only. All wind load calculations <br /> based on code reference section 1609, which references ASCE 7. <br /> Shape factor are determined per ASCE 7. If site conditons differ <br /> from stated reference contact A S and E, 0/84 <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />