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<br />SECTION 2 <br /> <br />A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br /> <br /> <br />. . . <br /> <br /> <br />2" x 2" x 0.063" ANGLES <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br /> <br />ALl..t.W'IJM TUBE CO!..~ <br /> <br /> <br />EXTRUDED ALUMNJM BASE OR <br />BREAK FORMED U-CLP <br /> <br />CORROSION RESISTIVE STEEL <br />TIflU BO!.. T PER SCHEDULE <br /> <br />CONCRETE ANCHORS PER SCt-EDu.E <br /> <br />CONCRETE SLAB OR FOOTNG <br /> <br />TUBE COLUMN BASE SCHEMA TIC <br />INTERNAL BASE <br /> <br />NOTE: ATTACHMENT DET ALS SHOWN REQUIRE <br />, DIAGONAL BRACNG FOR FREE- ST A/lDNG <br />COVERS <br /> <br />Lawrence E. Bennett, P.E. <br />CtVL ENGfoEER - DE\IE1.OPf.EHT CONStL T ANT <br />P.O. BOX 4368, SOVTli DA YTClNA, F1. 32'121 <br />ms>HOIE (9Q.4) 787-.n. <br />FAX (9Q.4) 787-8556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERMSSlON OF LAWRENa: E. BENErT, P.E. <br />