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Date: 11/2/09 City, State: Zephyrhills, FL SHEET: 1 OF 2 <br /> Client: Site Enhancement Overall Height: 25' -0" Max. Sean M. McFarland, P.E. <br /> Sign: Wachovia Wind Speed 110 mph <br /> Project Description US Route 301 & Kossik Table of Contents <br /> Content: Page <br /> ME Job: 09 -17031 Design Loads 1 <br /> Connection Design 1 -2 <br /> Overall Size: 20' -8" Letters/ 2'-4" Logo Drawings (Numbered <br /> Mounting Height: 25' -0" Max. Separately) <br /> Mounting Style: Flush Mounted Wall Signs <br /> Structural Variables and Code Loading Specifications <br /> Sign Type: Channel Letters / wall Signs Code: 2007 FBC w/ 2009 Adden. <br /> Existing Wall Material: Various Wind Speed: 110 ' 1 <br /> Sign Weight Per Foot: 5 Wind Exposure: c <br /> Wind Loads Per ASCE 7 -05 <br /> Connection Design <br /> Using ASCE 7 -05 (Simplified Procedure) <br /> Topography: Homogeneous 1 = 1.15 (Table 6 -1) <br /> Exposure: C lambda = 1.35 (Figure 6 -3, Exp. C, height =25 ft) <br /> Enclosure: Enclosed <br /> Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case) <br /> Building: Category III Effective Wind Area = 10 Sq. Ft. <br /> Net Wind Pressure = -29.1 (Figure 6 -3) <br /> Total Load Pnet = (lambda)" I*Pnet <br /> Pnet (25) = -45.18 PSF NOV 0 2 2009 <br /> Sign Loads Area Pressure Tension Shear <br /> (Suction) Force Force <br /> Uppercase "W' 2.40 FTA2 -45.2 PSF -108 LBF 25 LBF <br /> Lowercase 1.35 FTA2 -45.2 PSF -61 LBF 20 LBF <br /> Logo 5.4 FTA2 -45.2 PSF -246 LBF 50 LBF <br /> Tension Connection Design <br /> Connections Tension / 3/8" Dia. <br /> Total Connection Thru Bolts <br /> Uppercase "W" 3 -36 LBF 195 LBF 2/2y/901( <br /> Lowercase 3 -20 LBF 195 LBF <br /> Logo 3 -82 LBF 195 LBF <br /> Sean M. McFarland, P.E. • Phone (28I) 813 -7439 <br /> 5555 Fellowship Lase • Spring, TX 77379 <br />