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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Ross#1612 2272 Jaudon Road <br /> US Hwy 301 &Pretty Pond Rd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 24"x 48"Oval Plaque wall sign F 813-655-9814 <br /> Design per 2010 Florida Building Code, Section 16 Wind Load <br /> ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. <br /> Desi n Specifications FL PE#52949, FL EB 9394 <br /> Risk Category II OH PE 60756,OC#01893 <br /> �t � KY PE #20281, P#2463 <br /> Exposure Factor B IN PE#PE 19600332 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> Kz 0.76 <br /> V 150 (mph) <br /> GCp-GCpi 1.28 Zone 4, H<60 Feet <br /> Wind Pressure 47.6 (psf) <br /> Si n Information <br /> Hei ht 2.00 ft �y y�f�r, <br /> Width a.00 n �vor gv�c��Ne�,� <br /> ThiCkness 0.08 ft `,� Q• o������ C �� <br /> Distance rade to to 40 ft � t1 a �► .. <br /> � 0 � GENS '. <br /> . � <br /> `��Q :v • .. <br /> Wind Sheer Force 4.57 (Ib) � � 5�9 ' d' <br /> ♦ � e : W � <br /> Weight of Sign 24 (Ib) = � , /�: W ` <br /> Total Sheer Force= 24.43 (Ib) � ,*p�� «�; z � <br /> — �s o , � : <br /> ���.�F►pA;�,�'�'`w`� <br /> Total Tension Force = 180.61 (Ib) •....• <br /> eqwr rovi e ��iFsS'��p����A� <br /> Fastener size Nominal 1/4 1/4 <br /> Minimum number of fasteners 5 5 <br /> Sheer Force er fastener Ib 4.9 55 <br /> Tension Force er fastener Ib 36.1 40 <br /> Combination Tension and 0.99 <1 O.K. <br /> Sheer ratio <br /> MOUNTING FASTENER:1/4"X 3"LONG THREADED RODS ADHERED THRU 5/8"PLYWOOD OR INTO CONCRETE WALL <br /> USE HILTI HY-20 OR EQUAL EPDXY ADHEISVE <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> Ross 1612 Zephyrhills 24 X 48 ovnl ws 6/3/2013 <br />