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C i <br /> En on Servi ces Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: <br /> O'Reilly Auto Parts EnCon Senrices, Inc., FLEB#9394 <br /> 6126 Gall Blvd. 2272 Jaudon Road,Dover,FL 33527 <br /> Zephyrhills,Florida 813-655-3373 <br /> 8'-0"monument sign , <br /> Design per 2010 Florida Building Code DATE SIGNED: '0/23/2015 <br />, ASCE 7-10,Load Case=0.6W+D <br /> `,``���v�up� �P�v,,��''',i <br /> ��o Q,N......RFS ''•. <br /> Risk Category 11 ;���;��G E N g'���•Ilj��� <br /> Kzt 1 � <br /> Exposure � `��:' No 77696 '� � <br /> _ o . <br /> Kd 0.85 = * ; * • <br /> Kz 0.85 - ' ' <br /> � . . <br /> V 140 m h ��• ��: <br /> P � . S A'P OF . � <br /> Cf 1.41 ��'•. ,o Q. :� � <br /> G 0.85 i���'. Yo0 R 1� •�����0� <br /> Number of Poles 1 ',�����SS�ONAL��o�`°� <br /> Wind Pressure PSF) 43 ������������, <br /> Sign Area Distance to Center P=Force Moment <br /> s (ft) (Ib) ft-Ib <br /> Cabinet 75.00 5.90 1955 11536 <br /> Base 45.00 1.90 1173 2229 <br /> 0 0 <br /> 0 0 <br /> Totals 3,128 13,764 <br /> , <br /> Required Flexural Strength (kip-ft) 13.8 per pole � <br /> Provided Flexural Strength (kip-ft) 25.7 HSS 6 x 6 x 1/4 A500 B Steel <br /> Base Plate Design <br /> Distance Befin►een Bolts 9 9176 Tension on Bolts(LB) <br /> Number of Bolts per Base Plate 4 Use 3/4"Dia.X 24"Long F1554 Gr55 Bolts <br /> with Double Nuts Embedded in Foundation <br /> Plate Width B(IN) 12 0.71 Plate thickness(IN) <br /> Bolt Spacing d(IN) 9 Use 1"A36 Piate <br /> Diameter of Pole(IN) 6 <br /> Base Design <br /> Number of Bases 1 <br /> Diagonal B(FT) 15.13 Base Size Required <br /> Lateral soil pressure(LB/SF/FT) 150 3.5 FT Deep <br /> Depth(Estimated)(FT) 3.5 15.0 FT Wide <br /> S1 350 2.0 FT Long <br /> Design Depth(FT) 3.35 Ft <br /> O Reilly Auto Parts Zephyrhills 8-0 mon block base 1/23/2015 <br />