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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: Apple Signs Project Physiotherapy Associates <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) 1.40 Total Pressure = WP *SF 58.18 psf <br /> Fnysiotherpy Associads <br /> 112" <br /> Letter Height (in) 0 ft 10 in Connection Notes: <br /> Letter Width (in) 9 ft 4 in Use minimum (3) - 3/8" dia. s/s threaded thru bolts <br /> Area 7.7778 sq ft with minimum 2" square washer into structural 2x4 <br /> wood blocking b/w studs or structural steel framing <br /> Number of Bolts 3 with steel angle blocking or structural normal - <br /> Shear Value 110 Ibs weight concrete backing. <br /> Tension Value 700 Ibs <br /> Shear per bolt = Area * 10 psf 25.93 Ibs <br /> Tension per bolt = Pressure * Area 150.83 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> (Bolt Value 0.45 < 1.00 O.K. <br /> 1 <br /> General Notes: Connection design only. All wind Toad 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. <br /> / <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />