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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 />r x r x 0.063" ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />CONCRETE ANCHORS PER SCI-EOU..E <br /> <br /> <br /><3 <br /> <br /> <br />EXTRUDED ALl.JMN.H BASE OR <br />BREAK FORMED U-ClP <br /> <br />CORROSION RESISTIVE STEB. <br />nAU BOlT PER SCl-EDlLE <br /> <br />ALLt.ft.t.t TUBE COL~ <br /> <br />~ <br /> <br />CONCRETE SLAB OR FOOThlG <br /> <br />TUBE COLUMN"SASE SCI-EMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DET ALS SHOWN REQLW:tE <br />DIAGONAL BRACJ.JG FOR FREE-STAN:lN3 <br />COVERS <br /> <br />SEAL <br /> <br />Lawrence E. Bennett, P.E. <br />QVL ENC3IIEER - 0E\'El.0PaEHT CONSU.TANT <br />P.Q. BOX 43ll8, SOUTH DAYTONA, FL 32121 <br />T1:l.EI'HOtE (llO4) 7f17-4n4 <br />FAX (llO4) 7f17-85l58 <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODucED N WHOlE OR N PART WITHOUT TtE WRITIEN PEfMSSION OF LAWRENCE E. BENETT, P.E. <br />