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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 />Roger's Sign Corp. <br />Lykins Pharmacy <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 tt <br /> <br />~~.!:~,ng:.Hg!~~:m~~~:gpo.4 ..........:.:.......',' <br />ffiI9:r~~~::~M,!fmJn9::&g~~:( , "" <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(2004 ed.) Section 1609 <br />WIND ASCE COASTAL EXPOSURE B <br /> <br />LYKINS <br />PHARMACY <br /> <br />Letter Height (in) <br />Letter Width (in) <br /> <br />1 ft <br />1 ft <br /> <br />6 in <br />6 in <br /> <br />Number of Bolts <br /> <br />4 <br /> <br />Shear Value <br />Tension Value <br /> <br />170 Ibs <br />260 Ibs <br /> <br />Area <br /> <br />2.25 sq ft <br /> <br />Shear per bolt <br />Tension per bolt <br /> <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />5.63 Ibs <br />35.06 Ibs <br /> <br />Bolt Value=Shear per bolt I Shear Value + Tension per Bolt I Tension Value <br /> <br />IBolt Value <br /> <br />0.17 < 1.00 O.K. <br /> <br />Use 4 - 1/4" dia. studs welded to each channel letter drilled into wall using structural Simp 0 <br /> <br /> <br />All wind loads are designed per ASCE 7-02. <br />