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<br />. Architectural Services Engineering, Inc 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 />Davis Signs <br />American I General raceways <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 />IH:YVl~.~~9~~~m~!!,6PQ1",..,.,."", <br />~~Qtj(:l~'~4lh:tlhg.'.~Q~,~: .........:::\.:..: <br /> <br />Wind Pressure (WP) <br />Shape Factor (SF) <br /> <br />41.5551 pst <br />1.5 Total Pressure = WP*SF <br /> <br />62.3326 psf <br /> <br />Compents and cladding in accordance with Florida Building Code(2001 ed.) Section 1606.1.7 <br />WIND ASeE COASTAL EXPOSURE B <br /> <br />~::~~.~~(~:'.>'...':',,'.:.:~~ <br />><><.'><, ,~1SJ~R~'l'< , <br />/......... /"-~. .. ",,,//~'>,,:~"/'><./'><:''''>~:/'''><''' ~...-./. <br /> <br />Letter Height (in) <br />Letter Width (in) <br /> <br />1 ft <br />11 ft <br /> <br />6 in <br />10 in <br /> <br />Number of Bolts <br /> <br />6 <br /> <br />Shear Value <br />Tension Value <br /> <br />270 Ibs <br />352 Ibs <br /> <br />Area <br /> <br />17.75 sq tt <br /> <br />Shear per bolt <br />Tension per bolt <br /> <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />29.58 Ibs <br />184.40 Ibs <br /> <br />Bolt Value=Shear per bolt I Shear Value + Tension per Bolt I Tension Value <br /> <br />I Bolt Value <br /> <br />0.63 < 1.00 O.K. <br /> <br />