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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Chili's#894 2272 Jaudon Road <br /> 7643 Gall Blvd. Dover, FL_33527 <br /> Zephyrhills, Florida 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+p.gW Aaron Biedenbach, P.E. <br /> Design Specifications FL PE#52949, FL EB 9394 <br /> Risk Category II OH PE 60756,OC#01893 <br /> Kzt 1 KY PE #20281, P#2463 <br /> Exposure Factor C IN PE#PIE 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 (psfl <br /> Si n Information Per 12"Len th <br /> Hei ht 0.05 (ft <br /> Width 1.00 ft <br /> Thickness 0.08 ft <br /> Distance rade to top 30 ft ,'I r,o��,���' <br /> �v� e�EDEIy . <br /> . <br /> W ind Sheer Force 0.18 (Ib) `�� Q• ��... �� �y� <br /> Weight of Sign 2 (Ib) �� O� •�G� � �'. : <br /> Total Sheer Force = 2.01 (Ib) �Q :�" % d� <br /> : e� � °g ! W <br /> � <br /> Total Tension Force = 2.24 (Ib) �ic �• ��fi�� � Z` <br /> _ . G o� � � <br /> v . � <br /> eqwre row e ��� •.���p A�.'��`�� <br /> Fastener size Nominal as noted as noted ► � �'�� � <br /> Minimum number of fasteners per 12" 1 � �i��ss�QN P�'��S� <br /> Sheer Force er fastener Ib 2.0 gg <br /> Tension Force er 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 AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> Chilis 894 Zephyrhills LED Border 8/13/20t3 <br />