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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: Arnerican Petroleum Project Entrance <br /> Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building <br /> Mean Height 60 ft Code <br /> Wind Code ASCE 7 Exposure C Wind Category �� <br /> Wind Pressure (WP) 35.96 psf <br /> GCp= 1.40 Total Pressure = WP*SF 50.35 psf <br /> West Elevation <br /> . <br /> � <br /> � <br /> Letter Height (in) 2 ft 6 in Connection Notes: <br /> Letter Width (in) 2 ft 6 in Use a minimum (5)stainless steel#14 Tek screws(or <br /> Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural <br /> metal backing for each letter <br /> Number of Bolts 5 <br /> Shear Value 203 Ibs <br /> Tension Value 110 Ibs <br /> Shear per bolt = Area * 10 psf 9.38 Ibs <br /> Tension per bolt =Pressure * Area 47.20 Ibs <br /> Bolt Value=Shear per bolt / Shear Value + Tension per Bolt/ Tension Value <br /> Bolt Value 0.48 < 1.00 O.K. <br /> General Notes: Connection design only. All wind load calculations <br /> based on code reference section 1609, which references ASCE <br /> 7. Shape factor are determined per ASCE 7. If site conditons <br /> differ from stated reference contact A S and E, Inc, (813) 948- <br /> 28,2. � �� <br /> Robert W. Wall, PE <br /> FI Reg#46021 <br />