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<br />SECTION 2 <br /> <br />ALUMINUMISTEEL <br />COLUMN <br />SEE SECTION 9 FOR <br />ANCHORS <br /> <br />CONCRETE SLAB OR <br />FOOTING <br /> <br />ALUMINUMISTEEL <br />COLUMN <br /> <br />CONCRETE ANCHORS <br />(SEE SECTION 9) <br /> <br />CONCRETE SLAB OR <br />FOOTING <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />'U' CHANNEL (SEE <br />SECTION 9 FOR <br />CONNECTIONS) <br /> <br />CONCRETE ANCHORS <br />(SEE SECTION 9) <br /> <br />POST TO CONCRETE CONNECTION <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br /> <br />SEE SECTION 9 FOR <br />ANCHORS <br /> <br />2" x 2" WITH WALL <br />THICKNESS EQUAL TO OR <br />GREATER THAN COLUMN <br />WALL <br /> <br />~ <br /> <br />POST TO CONCRETE CONNECTION <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />ALUMINUM I STEEL <br />COLUMN <br /> <br />CORROSION RESISTIVE <br />STEEL THRU BOLT PER <br />SCHEDULE <br />SEE SECTION 9 FOR <br />CONCRETE ANCHORS <br /> <br />CONCRETE SLAB OR ~ <br />FOOTING <br /> <br /> <br />INTERNAL EXTRUDED <br />ALUMINUM BASE OR <br />BREAK FORMED U-CLlP <br />WITH WALL EQUAL TO OR <br />GREATER THAN POST <br />WALL <br /> <br />NOTE: <br />ATTACHMENT DETAILS <br />SHOWN REQUIRE <br />DIAGONAL BRACING FOR <br />FREE-STANDING COVERS <br /> <br />. <br /> <br />POST TO CONCRETE CONNECTION <br />TUBE COLUMN BASE SCHEMATIC INTERNAL BASE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2000 <br />2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E. <br />