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EnCon Services, Inc, j <br /> Sign Design Calculations <br /> Job Description PREPARED BY: <br /> San Antonio Citizens Federal Credit Union EnCon Services, Inc., FLEB#9394 <br /> 7301 Gall Blvd PO Box 3613,Apollo Beach, FL 33572 <br /> Zephyrhills,.FL 33541 813-655-3373 <br /> Replacement Cabinet 132"x 119" Nathan P.Presnell, PE 77696 <br /> Design per Florida Building Code,6th Edition(2017), <br /> Section 16 Wind Load,ASCE 7-10, Load Case: D+0.6W DATE SIGNED: `�,�t,111111111UI//�j��' <br /> Risk Category II 7/11/2018````` PN c,EPR�`sy <br /> IV <br /> Kzt 1 F •�� , <br /> Exposure C e-* No 7769 <br /> Kd 0.85 <br /> * • • * r <br /> Kz 0.85 <br /> V 150 mph STA E OF <br /> Cf 1.47 O••. A� <br /> G 0.81 ���ss' .... . <br /> Number of Poles z�,,���mN1A1►1������� <br /> Wind Pressure PSF 52 <br /> 111 <br /> Sign Area Distance to Center P=Force Moment <br /> (sf) (ft) (lb) (ft-lb) <br /> Top 109.12 6.05 3403 20591 <br /> Totals 3,403 20,591 <br /> Required Flexural Strength (kip-ft) 20.6 per pole <br /> Provided Flexural Strength(kip-ft) 44.1 HSS 8"x 8"x 1/4"A500 B Steel Tube <br /> Flexural Ratio 0.47 <br /> 7/1 1120 1 8 <br /> San Antonio Citizens Federal Credit Union Zephyrhills 132in x 119in Replacement Cabinet <br />