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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: Public Imagery Project Ameriprise <br /> Wind Speed 130 mph I All Wind Loads meet 2009 Supplement with 2007 <br /> Mean Height 60 ft 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 /> A meripris e <br /> uncial <br /> Letter Height (in) 1 ft 3 in Connection Notes: <br /> Letter Width (in) 1 ft 3 in Use minimum (3) - 1/4" Dia. threaded studs with a <br /> Area 1.5625 sq ft minimum 2" embedment depth drilled and epoxied <br /> into structural blocking using structural Simpson <br /> Number of Bolts 3 Set Epoxy for logo wall sign & minimum (2) studs <br /> for each letter. <br /> Shear Value 62.5 Ibs <br /> Tension Value 107.5 Ibs <br /> Shear per bolt = Area * 10 psf 5.21 Ibs <br /> Tension per bolt = Pressure * Area 25.97 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> (Bolt Value 0.32 < 1.00 O.K. 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 /> Vf <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />