Laserfiche WebLink
A S and E, Inc. 24710 State Road 54 (813) 948 -2812 <br /> Lutz, FI 33559 Fax: (813) 949 -2016 <br /> Na Chandler Signs Project Aspen Dental (Sign B) <br /> Wind Speed 130 mph I 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) 1.30 Total Pressure = WP *SF 54.02 psf <br /> 194" <br /> _A <br /> n r--)//----,--_---\_p_ <br /> 7g. ii <br /> k <br /> pe ii .,..____21 „,..ccg.i. <br /> Letter Height (in) 3 ft 0 in Connection Notes: <br /> Letter Width (in) 19 ft 4 in Use minimum (10) stainless steel #14 tek screws <br /> Area 58 sq ft into structural steel backing for raceway sign. <br /> Number of Bolts 10 <br /> Shear Value 613 Ibs <br /> Tension Value 920 Ibs <br /> Shear per bolt = Area * 10 psf 58.00 Ibs <br /> Tension per bolt = Pressure * Area 313.33 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> (Bolt Value 0.44 < 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, Inc. Ad-rAliAlern <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />