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<br />Architectural Services Engineering, Inc <br /> <br />24710 State Road 54 <br />Lutz, FI 33559 <br /> <br />(813)948-2812 <br />Fax: (813)949-2016 <br /> <br />Name: <br />Project: <br /> <br />ANS Sign Services <br />Big Cat - Sports I Raceway <br /> <br />Robert W, Wall, PE <br />Structural Engineer, FI Reg #46021 <br /> <br />Wind Speed <br />Mean Height <br /> <br />130 mph <br />60 ft <br /> <br />.4.11""iQd,(.9~~snieet 2001/ <br />F... Ic)fjdaBuildih.9 Code <br />... ..-. "' ..... , -.' <br /> <br />Wind Pressure (WP) <br />Shape Factor (SF) <br /> <br />41.555 pst <br />1,5 Total Pressure = WP*SF <br /> <br />62.333 pst <br /> <br />Compents and cladding in accordance with Florida Building Code(2001 ed.) Section 1606 <br />WIND ASCE COASTAL EXPOSURE B <br /> <br /> <br />Letter Height (in) <br />Letter Width (in) <br /> <br />1 ft <br />6 tt <br /> <br />6 in <br />6 in <br /> <br />Number of Bolts <br /> <br />6 <br /> <br />Shear Value <br />Tension Value <br /> <br />443 Ibs <br />610 Ibs <br /> <br />Area <br /> <br />9.75 sq ft <br /> <br />Shear per bolt <br />Tension per bolt <br /> <br />= Area * 10 pst <br />=Pressure * Area <br /> <br />16.25 Ibs <br />101.291bs <br /> <br />Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />IBolt Value <br /> <br />0.20 < 1.00 O.K. <br /> <br />Use 6 - 3/8" Dia, threaded thru bolts with minimum 2" square washer into structural 2"x2"x3/16" steel angle blocking <br />for each raceway wall sign attachment to wall. <br /> <br />All wind loads are designed per ASCE 7-98. <br /> <br /> <br />/ <br />Ii\Vtr <br />