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Company: Florida Sign Company e L1 A N C - T <br /> Project: WaI -Mart #1541 O �- ` <br /> Location: West Palm Beach, Florida <br /> Acir -� y <br /> 2 <br /> A -C -T Project #: 10741.168 ENVIRONMENTAL & 0 <br /> Wind Speed: 140 MPH (3 second gust) INFRASTRUCTURE G) <br /> Exposure: C '4M 'c,') <br /> Sign Height: 20.00 ft <br /> Importance Factor: 0.77 INC <br /> ,Wind Pressure: 30.21 psf 1875 WEST MAIN ST. <br /> BARTOW, FLORIDA 33830 <br /> FL C.O.A. No. 00008883 <br /> 863.533.2000 (ph) <br /> 863.533.1991 (fax) <br /> 1 walmart <br /> 'LEVIEW DAi: q . b_! <br /> CITY OF ZEPHYRH <br /> '!IILDINC OFFlCI JILL - Z <br /> Width of Sign = 5 ft 6 in Allowable Shear Value = 110 Ibs /Anchor <br /> Height of Sign = 5 ft 6 in Allowable Tension Value = 109 Ibs /Anchor <br /> Area = 3 .25 ft Number of Anchors = 10 <br /> Sign dimensions are for indiv al letters. Maximum tter sized used for calculations. <br /> Shear per Bolt = ( Area x 10 psf ) / # Bolts = 30.25 Ibs <br /> Tension per Bolt = ( Area x Wind Pressure ) / # Bolts = 91.39 lbs <br /> Bolt Value = ( Shear per Bolt / Shear Value ) + ( Tension per Bolt / Tension Value ) <br /> Bolt Check <br /> (Bolt Value = 1.11 < 1.331 OK I <br /> Use a minimum of (10) of the following nchor options: <br /> g p <br /> - 1/4" dia. x 1 1/2" emb. Lag screws into 1/2" plywood or wood studs. ! �/ <br /> - 1/4" dia. x 1 1/2" Tapcons into CMU or Concrete. <br /> - 1/4" dia. Thru Bolts into 2x4 cont wood runner behind wall studs. ? -'/ L ~6 9 <br /> (Individually Applied Letters - 7 total) 3/12/2009 <br /> (All designs per Florida Building Code 2004 with 2007 revisions and wind loads per ASCE/SEI7 -02 Alan C. Plants, P.E. <br /> FL P.E. No. 63913 <br />