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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 />AL~ TUBE COL~ <br /> <br />~ <br /> <br />exTRUDED ALUMNUM BASE OR <br />BREAK FORMED U-CUP <br /> <br />CORROSION RESISTIVE STEEL <br />TH=IU BOLT PER SCHEDUlE <br /> <br />. <br />. <br /> <br />'" <br /> <br />.. <br /> <br />CONCRETE ANa-iORS PER SCt-EDl..l.E <br /> <br />CONCRETE SLAB Of~ FOOTNG <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DET ALS SHOWN REQUIRE <br />DIAGONAL BRACNG FOR FREE-STANDNG <br />COVERS <br /> <br />Lawrence E. Bennett, P.E. <br />aYl. EHC>>EER - oevELOPY:Nr CONSU. T ANT <br />P.O. BOX 4368, SOUlli DAYTONA, FL 32121 <br />TB..EPHOIE (Q0.4) 787-4n4 <br />FAX (Q0.4) 787-8666 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1996 <br />NOT TO BE REPAOOUCED N WHOLE OR N PART WITHOUT T}E WRITTEN PERMSSlON OF LAWRENCE E. BeH:TT, PE.. <br />