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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Florida Medical Clinic 2272 Jaudon Road <br /> 6606 Stadium Dr. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> FCO Letters F 813-655-9814 <br /> Design per Florida Building Code,5th Edition (2014), Section 16 Wind Load, FLEB#9394 <br /> ASCE 7-10, Load Case: D+0.6W <br /> Design Specifications <br /> Risk Category II <br /> Kzt 1 <br /> Exposure Factor C <br /> Kd 0.85 <br /> Kz 0.98 <br />, V 150 (mph) ```����11111111U1/////��'I <br /> GCp-GCpi 1.4 Zone 5, H<60 Feet �0���P.N p�•PRFS��ii�' <br /> Wind Pressure 67.2 (psfl ����•'�,�C ENSF•.���� <br /> `�Q:' No 7769 �'� � <br /> _ < _ <br /> Sign Information Per Letter = * ; '* — <br />� Height 0.67 (ft) �'O' . � <br /> Width 0.67 (ft) % ' S TE F . �(/ � <br /> . . <br /> Thickness 0.02 (ft) �i�O��S.c<.O R 1�P����� <br /> D i s t a n c e g r a d e t o t o p 3 0 (ft) �j�i�j�s��N'AL,������` <br />, Wind Sheer Force 0.56 (Ib) <br /> Weight of Sign 2 (Ib) DATE SIGNED: <br /> Total Sheer Force = 1.60 (Ib) 10/23/2015 <br /> Total Tension Force = 18.09 (Ib) <br /> Require rovi ed <br /> Fastener size(Nominal) 1/4 1/4 <br /> Minimum number of fasteners per letter 2 2 <br /> Sheer Force per fastener(Ib) 0.8 20 <br /> Tension Force per fastener(Ib) 9.0 15 <br /> Combination Tension and 0.64 <1 O.K. <br /> Sheer ratio <br /> USE 1/4"DIA.THREADED STUD ADHERED THRU 5/8"PLYWOOD OR 1-1/2"EMBEDMENT INTO CONCRETE WALL <br /> WITH HILTI HY-70 OR EQUAL EPDXY ADHESIVE <br /> 10/23/2015 <br /> Florida Medical Clinic Zephyrhills 8IN FCO Letters <br />