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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 />9 5/8" Supermarket 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 />11 0 mph <br />1.2 M/N (Larger/Smaller) <= 6.0 <br />0.85 <br /> <br />Sian Information Der Letter <br />Heiaht 0.83 ft) <br />Width 0.83 ft) <br />Thickness 0.25 ffi <br />Distance arade to tOt 30 flY <br /> <br />Wind Sheer Force <br />Weight of Sign <br /> <br />Total Sheer Force = <br /> <br />Total Tension Force = <br /> <br />4.59 (I b) <br />2.5 (Ib) <br />5.23 (Ib) <br /> <br />15.24 (Ib) <br /> <br /> Required Provided <br />Fastener size (Nominal) 1/4 1/4 <br />Minimum number of fasteners per letter 2 2 <br />SheerFo~eDerfusmner(lb) 2.6 45 <br />Tension Force per fastener lib) 7.6 45 <br /> <br />Combination Tension and 0.23 <1 O.K. <br />Sheer ratio <br />Fastener to be 1/4" threaded stud epoxied into structure. 1-1/2" embedment <br /> <br />Sweetbay 1752 Zephyrhills 9in FCO Ltrs <br /> <br />Aaron Biedenbach, P.E. <br />FL PE #52949, FL EB 9394 <br />OH PE 60756, OC #070390 <br />KY PE #20281, P #2463 <br />IN PE #PE 19600322 <br />FL CBC #060535, aB #22527 <br /> <br /> <br />5/25/2007 <br />