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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Chili's#894 2272 Ja�don Road <br /> 7643 Gall Bivd. Dover,FI_33527 <br /> Zephyrhills, Florida <br /> 813-655-3373 <br /> LED Border 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 Speciflcations FL PE#52949, FL EB 9394 <br /> Risk Category II OH PE 60756,OC#01893 <br /> � � KY PE #20281, P#2463 <br /> Exposure Factor C IN PE#PE 19600332 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> Kz 0.98 <br /> V 150 (mph) <br /> GCp-GCpi 1.58 Zone 5, H<60 Feet <br /> Wind Pressure 75.8 (ps� <br /> Si n Information er 12"Len h <br /> Hei ht 0.05 ft <br /> W idth 1.00 ft <br /> Thickness 0.08 ft <br /> Distance rade to to 3p ft ''I►�`����,'' <br /> 1�t� ��EDEIy �� <br /> Wind Sheer Force 0.18 (Ib) � Q• ��.� � <br /> Weight of Sign 2 (�b� �� ,� .• •• C � <br /> � � . �� F •;�' : <br /> Total Sheer Force= 2.01 (Ib) �Q ;�� ' � <br /> o • W� <br /> � . 5 <br /> ` Q • • � <br /> Total Tension Force = 2.24 (�b) �* •� G J��""" •� � <br /> � �� � o, � � <br /> � . <br /> equir rov �9Q •.,�t oa;•• � ``� <br /> Fastener size Nominal as noted as noted :. � �'"'� � 1� <br /> Minimum number of fasteners er 12" 1 � FSS���p� !�� <br /> Sheer Force r fastener Ib 2.0 gg ����i�,�����1 j� <br /> ension Force r fastener Ib 2.2 65 <br /> Combination Tension and 0.05 <1 O.K. <br /> Sheer ratio <br /> MOUNTING FASTENER: #12 SHEET METAL SCREW THRU 5/8°PLYWOOD <br /> OR 3/16'DIA TAPCON MASONRY SCREW 1"EMBEDMENT INTO CONCRETE/BRICK WALL <br /> ALL ANCHORS SHALL BE CHOSEN ANO PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> Chilis 894 Zephyrhills LED Border 8/13/2013 <br />