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i /-` <br /> � ' � �\ <br /> II . • <br /> EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY. <br /> State Farm EnCon Services, Inc., FLEB#9394 <br /> 38357 CR 54 East 2272 Jaudon R Dover, FL 33527 <br /> Zephyrhills, FL 813-655-3373 <br /> Design per 2010 Florida Building Code DATE SIGNED: 5/1 412 01 5 <br /> ASCE 7-10, Load Case=0.6W+D <br /> o�p, BI�'DFN� <br /> Risk Category II �. -9� <br /> Exposure B Q-� L I C E N S E y <br /> Kd 0.85 #52949 <br /> {� 0.57 <br /> V 140 mph <br /> cf 1 73 ,o STATE OF <br /> G 0 85 �'o,�FSFLORIDPG���``'� <br /> Number of Poles � S�ONAttiN <br /> Wind Pressure(PSF 36 <br /> Sign Area Distance to Center P=Force Moment <br /> sf) ft (Ib) ft-Ib) <br /> Top 50.40 11 50 1080 12424 <br />� Poles 4.40 4 00 94 377 <br /> Totals 1,175 12,801 <br /> Required Flexural Strength (kip-ft) 12.8 <br /> - 18.5 6.625"O D .280 wall Grade A53 B Steel Pi e <br /> Provided Flexural Strength (kip ft) ( ) P <br /> Base Design <br />� Number of Bases � <br /> Diagonal B(FT) 3.00 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 5.5 FT Deep <br /> Depth(Estimated)(FT) 5.5 3.0 FT Diameter <br /> S1 550 <br />� Design Depth(FT) 5 35 Ft <br />� <br /> 5/14/2015 <br /> State Farm Zephyrhills 15 FT OAH Pylon <br />