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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br /> <br /> <br /> <br />. .'" i! . <br /> <br />",. <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br />SCALE: 1/4" = 1" <br /> <br /> <br />. .",. <br /> <br /> <br />2" X 2" x 0.063" ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />SCALE: 1/4" = 1" <br /> <br />ALUMINUM TUBE COLUMN <br /> <br />CONCRETE ANCHORS (SEE <br />SCHEDULE) <br /> <br />~ <br /> <br />EXTRUDED ALUMINUM BASE <br />OR BREAK FORMED U-CLlP <br /> <br /> <br />~ <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br />CONCRETE SLAB OR FOOTING <br /> <br />NOTE: ATTACHMENT DETAILS SHOWN REQUIRE <br />DIAGONAL BRACING FOR FREE-STANDING <br />COVERS <br /> <br />TUBE COLUMN BASE SCHEMATIC INTERNAL BASE <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />PO. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />P^GE <br /> <br />@ COPYRIGHT 1999 <br />60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br />