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�%�`c�!/�(i !.�//-" �/� Ci�'%r cC'll��" <br /> . .. . ��Qi /�c. � <br /> Encon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: Encon Services, Inc. <br /> Tire Choice P.O. Box 3613 <br /> 7010 Gall Bivd. Apollo Beach, FL 33572 <br /> Zephyrhills, FL 33541 813-655-3373 <br /> 16"Plastic Formed Letters F 813-655-9814 <br /> Design per Florida Building Code,5th Edition(2014)Section 16 Wind Load <br /> ASCE 7-10, Load Case: D+0.6W 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#PE 19600332 <br /> Kd 0.85 FL CBC#060535,QB#22527 <br /> ICvz 0 4� �mph� �p. BIE'pF/V <br /> GCp-GCpi 1.1 Zone 4, H<60 Feet �0 �� <br /> Wind Pressure 46.0 (psfl �' L I C E N S E �'y <br /> Si nlnformation erletter #52949 <br /> Hei ht 1.33 ft <br /> widtn �.00 � ,o STATE OF � <br /> Thickness 0.10 ft �O� /��R'Qp► <br /> Distance rade to to 30 ft Fss NG` <br /> Wind Shear Force 3.67 (Ib) <br /> Weight of Sign 4 (Ib) DATE SIGNED: <br /> Total Shear Force= 5.43 (Ib) 1/8/2017 <br /> Total Tension Force= 36.69 (Ib) <br /> Required rovide <br /> Fastener size Nominal 1/4 1/4 <br /> Minimum number of fasteners er letter 3 3 <br /> Shear Force er fastener Ib 1.8 40 <br /> Tension Force er fastener Ib 12.2 50 <br /> Combination Tension and 0.29 <1 O.K. <br /> Sheer ratio <br /> ATTACH LETfERS THREADED ROD WITH HILTI HIT-HY 70 ADHESIVE OR EQUAL <br /> 1 1/2" EMBEDMENT <br /> usi2o�� <br /> Tire Choice Zephyrhills 16in Letters <br />