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<br />I I <br /> <br />Job Description <br />McDonalds <br />6042 Gall Blvd. <br />Zephyrhills, FL <br />FP-43 Menu Board <br /> <br />EnCon Services, Inc. <br />Sign Design Calculations <br /> <br />PREPARED BY: EnCon Services, Inc. <br />2272 Jaudon Road <br />Dover, FL 33527 <br />813-655-3373 <br />F 813-655-9814 <br /> <br />Design per ASCE 7-98 & 2004 Florida Building Code <br /> <br />Importance Factor <br />Kzt <br />Exposure B Case 2 <br />Kd <br />Kz <br />V <br />Cf <br />G <br /> <br />Number of Poles <br /> <br />1 <br />1 <br /> <br />Aaron Biedenbach, P.E. <br />FL# 52949 <br />FL EB# 9394 <br />FL CBC# 060535 <br />FL aB# 22527 <br />OH E60756 <br /> <br />1 <br />0.57 Table '7' Pg 60 ASCE 7-98 <br />120 mph . <br />1.2 M/N (Larger/Smaller <= 6.0 <br />0.85 Wind Pressure <br />1 21 PSF <br /> <br />Sign <br /> <br />Area <br /> <br />s <br /> <br />Distance to Center <br /> <br />ft <br /> <br />Top <br />Middle <br />Bottom <br />Poles <br /> <br />42.87 <br /> <br />4.32 <br /> <br />P = Force Moment <br />(Ib) ft-Ib <br />919 3969 <br />0 0 <br />0 0 <br />0 0 <br />919 3,969 <br /> <br />Totals <br /> <br />Required Sx <br />Provided Sx <br /> <br />1.57 inches cubed per pole <br />7.93 6"x6"x3/16" A500 Steel Tube <br /> <br />OK <br /> <br />Base Plate Design <br />Distance Between Bolts <br />Number of Bolts per Base Plate <br /> <br />9 <br />4 <br /> <br />2646 Tension on Bolts (LB) <br />Use 5/8" Dia. X 24" Long A36 Bolts <br /> <br />Plate Width B (IN) <br />Bolt Spacing d (IN) <br />Diameter of Pole (IN) <br /> <br />16 <br />9 <br />8.48 <br /> <br />0.14 Plate thickness (IN) <br />Use 5/8" A36 Plate <br /> <br />Base Design <br />Number of Bases <br />Diagonal B (FT) <br />Lateral soil pressure (LB/SF/FT) <br />Depth (Estimated) (FT) <br />S1 <br />Design Depth (FT) <br /> <br />1 <br />1.50 <br />250 Sand <br />4 <br />889 <br />3.68 Ft <br /> <br />Base Size Required <br />4.0 FT Deep <br />1.5 FT Dia. <br /> <br />McDonalds Zephyrhills FP-43 <br /> <br />