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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 /> Re-Face Existing Pylon Cabinet 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 /> � � 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 <br /> Hei ht 10.25 ft <br /> Width 15.21 ft <br /> Thickness 0.50 ft <br /> Distance rade to top 30 ft <br /> Total Tension Force = 7091.35 (Ib) <br /> Required Provided <br /> Fastener size Nominal #10 #10 <br /> Minimum number of fasteners 49 49 <br /> Tension Force per fastener(Ib) 144.7 2�p <br /> MOUNTING FASTENER:#10 SELF DRILL SCREWS <br /> USE:HILTI KWIK FLEX OR EQUAL SELF DRILL SCREWS THRU EXISTING ALUMINUM FACE <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> ENGINEERING FOR FACE REPLACEMENT ONLY <br /> ��/7i�'l�o� <br /> `,����4:gIEDF�y��� I <br /> ��• Q�`'�•�GENS •e `'y= <br /> �r . � <br /> ; � : s � * = <br /> � * � No . � <br /> . . * � W� <br /> �� : '�A �• _� <br /> �0��• ���•' �� �` <br /> � � <br /> � �,p •���'' �'� `��� <br /> '�.,`���GN A�- `,►` <br /> Chilis 894 Zephyrhills REFACE 10-3 x 15-2 pylon �'°�s I�t��� 8/14/2013 <br />