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<br />Arc:;hitectiJral 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 />Anchor Sign <br />Rhino <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 />fll!YVin~t_()a~s meet 2001 <br />FlotidaBuHdihg iCode <br /> <br />Wind Pressure (WP) <br />Shape Factor (SF) <br /> <br />41.5551 psf <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 <br />WIND ASCE COASTAL EXPOSURE B <br /> <br />I~ <br /> <br />~I <br /> <br />I <br /> <br /> <br />Letter Height (in) <br />Letter Width (in) <br /> <br />2ft <br />11 ft <br /> <br />9 in <br />o in <br /> <br />~"~.'" <br />,,- ~ <br />PUI'':-,-rN-'G !:"P A -' --_-.1 /:J.A <br />,-~ · .... PPF:OV~- <br /> <br /> <br />~ <br /> <br />Number of Bolts <br /> <br />8 <br /> <br />Shear Value <br />Tension Value <br /> <br />443 Ibs <br />610lbs <br /> <br />Area <br /> <br />30.25 sq ft <br /> <br />Shear per bolt <br />Tension per bolt <br /> <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />37.81 Ibs <br />235.70 Ibs <br /> <br />Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />IBolt Value <br /> <br />0.47 < 1.00 O.K. <br /> <br />Use 8 - 3/8" Dia. threaded thru bolts with minimum 2" square washer into structural 2x4 wood blocking for raceway sign. <br /> <br /> <br />All wind loads are designed per ASCE 7-98. <br />