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� � S and E, Inc. 24710 State Road 54 (813) 948-2812 <br /> Lutz, FI 33559 Fax: (813 949-2016 <br /> Name: Apple Sign Project Valero <br /> Wind Speed 130 mph Ail Wind Loads meet 2009 Supplement with the <br /> Mean Height 60 ft 2007 Florida Buildin Code <br /> Wind Code ASCE 7-05 Exposure C Importance Factor � <br /> Wind Pressure (WP) 41 56 psf <br /> Shape Factor (SF) 1 20 Total Pressure = WP*SF 49.87 psf <br /> 1 1 <br /> SHALL COMPLY WITH ALI. <br /> COD �LECTRI� CODE�AND <br /> ONAL pNCES <br /> Letter Height (in) 2 ft 10 in Connectio o es: <br /> Letter Width (in) 4 ft 2 in Use min�mum (4) - 3J8" dia threaded thru bolts <br /> Area 11.806 sq ft into structural metal studs <br /> Number of Bolts 4 �t����N DATE �' ��'�� <br /> Shear Value 280 Ibs C��' �?F ZEPH <br /> Tension Value 322 Ibs LANS EKAMINER <br /> Shear per bolt = Area * 10 psf 29.51 Ibs <br /> Tension per bolt =Pressure * Area 147.17 Ibs <br /> Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> Bolt Value 0.56 < 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 <br /> ' �1 <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />