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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 0.083" ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />C~ ANQiORS PER SCtEDU..E <br /> <br /> <br /> <br />EXTRlIlED AL.UMN.N BASE OR <br />BREAK FORMED lJ-CLP <br /> <br />CORROSION RESISTIVE STEEL <br />1lRJ BOLT PER SCtEDlJ,..E <br /> <br />ALlMUA 1\JBE COLlMoI <br /> <br />CONCRETE SLAB OR FOOTN3 <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DETALS SHOWN REQURE <br />DIAGONAL BRACtlG FOR FREE-STAf>DIG <br />COVERS <br /> <br />Lawrence E. Bennett, P.E. <br />alii. EM>>IEER - DEVELOPIENT CONSUTANr <br />P.o. BOX 4388, 8OlJ1H DAYTONA. R. 32121 <br />1B.EPtlOtE (804) 7~-4T74 <br />FAX (804) 7~-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ cOPYRIGHT 1998 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TIE WRnTEN PERaISSION OF LAWRENCE E. BBtETT. P.E. <br />