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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Panera Bread 2272 Jaudon Road <br /> 7242 Gall Blvd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 7'-0" monument sign F 813-655-9814 <br /> Design per 2010 Florida Building Code <br /> ASCE 7-10, Load Case=0.6W+ D Aaron Biedenbach, P.E. <br /> FL PE#52949, FL EB 9394 <br /> Risk Category II OH PE 60756, OC#01893 <br /> �t 1 KY PE #20281, P#2463 <br /> Exposure B IN PE#PE 19600332 <br /> Kd 0.85 FL CBC#060535, QB#22527 <br /> � 0.57 <br /> � 140 mph <br /> Cf 1.43 <br /> G 0.85 Wind Pressure <br /> Number of Poles 1 30 PSF <br /> Sign Area Distance to Center P=Force Moment <br /> sf ft (ib) ft-Ib <br /> Top 74.06 3.85 1313 5055 <br /> Middle 0 0 <br /> Bottom 0 0 <br /> Poles 0 0 <br /> Totals 1,313 5,055 <br /> Required Sx 2.63 inches cubed per pole <br /> Provided Sx 8.5 6" (0.280 wall)A53 B Steel Pipe OK <br /> Base Design <br /> Number of Bases 1 <br /> Diagonal B(FT) 2.50 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 5.0 FT Deep <br /> Depth(Estimated)(FT) 5 2.5 FT Diameter <br /> S1 500 <br /> Design Depth (FT) 4.67 Ft <br /> ,`r�Q@,e1ED E1ye'�� <br /> o ��..... � <br /> �� �� �.GENS •• y � <br /> ` Q �v •� * <br /> � � . 9 • � <br /> � Q ; No . W: <br /> � * . � . W� <br /> � ; ' � ; 2 � <br /> _��O�' L O ••���``� <br /> : �F •..a•��G►A �` <br /> ' SIONp �A� '' <br /> ����s�.e;� S"�k <br /> Panera Bread Zephyrhills Gall Blvd 7-0 mon 5/27/2013 <br />