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<br />EnCon Services, Inc. <br /> <br />Sign Design Calculations <br />PREPARED BY: EnCon Services, Inc. <br />2272 Jaudon Road <br />Dover, FL 33527 <br />813-655-3373 <br />F 813-655-9814 <br /> <br />Job Description <br />Sweetbay #1752 <br />7335 Gall Blvd. <br />Zephyrhills, Florida <br />5' Sweetbay letters <br />Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load <br />ASCE 7-02 <br />I <br /> <br />I <br /> <br />Design Specifications <br />Importance Factor <br />Kzt <br />Exposure Factor <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />1 <br />1 <br />B Case 2 <br />1 <br />0.7 <br />110 mph <br />1.2 M/N (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />Sian Information Der Letter <br />Heiaht 5.00 ffi <br />Width 4.00 ft <br />Thickness 0.25 ft) <br />Distance arade to top 30 ft) <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />Total Tension Force = <br /> <br />27.65 (Ib) <br />60 (I b) <br />66.06 (Ib) <br /> <br />442.34 (Ib) <br /> <br /> Required PrOVided <br />Fastener size (Nominal) 3/8 3/8 <br />Minimum number of fasteners oer letter 6 6 <br />Sheer Force oer fastener lib) 11.0 120 <br />Tension Force per fastener (Ib) 73.7 120 <br /> <br />Combination Tension and 0.71 <1 O.K. <br />Sheer ratio <br />Fastener to be 3/8" threaded stud epoxied into structure. 1-1/2" embedment <br /> <br />Sweetbay 1752 Zephyrhills 5-0 FCO Itrs <br /> <br />Aaron Biedenbach, P.E. <br />FL PE #52949, FL EB 9394 <br />DH PE 60756, DC #070390 <br />KY PE #20281, P #2463 <br />IN PE #PE 19600322 <br />FL CBC #060535, QB #22527 <br /> <br /> <br />5/25/2007 <br />