Laserfiche WebLink
<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />J-.J <br /> <br />A' <br /> <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br />SCALE: 1/4" = 1" <br /> <br /> <br />2" x 2" x 0.063" ANGLES <br /> <br />A' <br /> <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />SCALE: 1/4" = 1" <br /> <br />Q <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 />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br /> <br />A' <br /> <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 />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />(~ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />