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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 />2" x 2" x 0.063' ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />ALl..t..flJM TUBE COL~ <br /> <br /> <br />EXTRUDED ALUMNJM BASE OR <br />BREAK FORMED lJ-CLIP <br /> <br />CORROSION RESISTIVE STEEL <br />~U BOLT PER SCHEDUlE <br /> <br />CONCRETE ANCHORS PER SCt-EDll..E <br /> <br />CONCRETE SlAB OR FOOTNG <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DET ALS SHOWN REQUIRE <br />DIAGONAL BRACNG FOR FREE- ST AJIDIIlG <br />COVERS <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENOHEER - OEVaOAENT ccwsu. T ANT <br />P.O. BOX <4368, SClUTH DAYTONA. FL 32121 <br />TB...EPHOIE (g().4) 787-4714 <br />FAX (g().4) 787-8668 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1996 <br />NOT TO BE REPROOUCED N WHOLE OA N PART WITliOlJT TIt:: WRITTEN PERMSSION OF LAWRENCE E. BEJ'.N:TT, PE. <br />