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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: CB Sign Service Project: LG Edwards Insurance <br /> Wind Speed 130 mph All Wind Loads meet 2009 Supplement with 2007 <br /> Mean Height 60 ft Florida Buildin Code <br /> Wind Code ASCE 7-05 Exposure C Importance Factor � <br /> Wind Pressure (WP) 35.32 psf <br /> Shape Factor (SF) 1.80 Total Pressure = WP*SF 63.58 psf <br /> ���� � � � � <br /> �s° <br /> Letter Height (in) 1 ft 6 in Connection Notes: <br /> Letter Width (in) 13 ft 0 in Use minimum (6) - 3/8" dia. lag screws with a <br /> Area 19.5 sq ft minumum 2" embedment depth into structural <br /> blocking for each wall sign. Or use (6) - 3/8" dia. <br /> Simpson Sleeve-All anchor bolts with a minimum <br /> Number of Bolts 6 1-1/2" embedment depth into structural concrete <br /> Shear Value 260 Ibs blocking for each wall sign. <br /> Tension Value 350 Ibs <br /> Shear per bolt = Area '` 10 psf 32.50 Ibs <br /> Tension per bolt =Pressure * Area 206.63 Ibs <br /> Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> Bolt Value 0.72 < 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 /> �� G� <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />