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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br />, " <br /> <br /> <br />2" x 2" x 0.063" ANGlES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />ALl..tJHJM TUBE COL~ <br /> <br /> <br />EXTRUDED ALUMNJM BASE OR <br />BREAK FORMED U-CLP <br /> <br />CORROSION RESISTIVE STEEL <br />~U BOLT PER SCHEDULE <br /> <br />CONCRETE ANCHORS PER SCt-EDll..E ' <br /> <br />CONCRETE SLAB OR FOOTt.JG <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DETALS SHOWN REQUIRE <br />DIAGONAL BRACNG FOR FREE- ST MONG <br />COVERS <br /> <br />Lawrence E. Bennett, p"E. <br />ava. ENGfoEER - DEVE1.OPMENT COHSU. T ANT <br />P,O, BOX <4388, SOUTH DAYTONA, Fl 32121 <br />TEU:PtiOtoE (llO4) 787.4n4 <br />FAX (llO4) 787-8658 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRClOUCa) N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E <br />