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1 <br />UNIVERSAL TOWERS sectional designations <br />Universal Aluminum Tower Sections are <br />desi9nated as IV. 14". 18". 22" and 26" <br />10 feet in Ien9ih and are an equilateral trian9ular welded truss. They are <br />TYPICAL ASSEMBLY <br />ll\ <br />STRAIGHT SECTION <br />11” Top $113.66 <br />Wt.-14'P ... 14" Top $143.22 <br />Wt.-31^ ... IS” Top $259.72 <br />Wt*13-^ . <br />Wt.-29^ . <br />Wt-34-'. <br />Wt-47<^ . <br />. 14 ” Taper $126.00 <br />. 18 ” Taper $226.00 <br />. 22” Taper $337.00 <br />. 26” Taper $453.00 <br />... ll”Stra4?ht$112.00 <br />Wt,-13<P ... 14 ” Straight $126.00 <br />Wt-29-» ... 18 ” Straight $226.00 <br />Wt.-34«^... 22” Straight $337.00 <br />Wt.-47''^... 26” Straight $463.00 <br />BASES <br />approximately cu. yd. concrete <br />^^'/l cu. yd. concrete — (Hole 3* x 3 x 4 deep) <br />2 cu. yd. concrete — Hole (4* x 4 x 4 deep) <br />4 cu. yd. concrete — Hole (4*%' x 4-% x 5 deep) <br />me D id B-22 and B 26 should be bolted to the bottom tower section of <br />your particular configuration. This will insure correct equilateral spread of the <br />base While concrete is setting up. base can be leveled by using a carpenters ev^ <br />on the upright of the section used to keep the base spread. Concrete ou <br />allowed set up for 3 to 4 days before erecting remainder of tower. <br />NOTE: All ha»m* should be put in omount of concref recommended^ <br />B14 <br />B-18 <br />B 22 <br />B 26 <br />The B-18 <br />caution UO not void your warranty ,11 nP$lTROY <br />Aluminum Tower sections should NEVER be placed directly in concrete" Corrosive effects O <br />aluminum tower sections. Use only Universal Bases as show, ToiA^r thrioss.bility of damage <br />possibility of freezing ano splitting. Universal bases allow the tower to dram properly and obviate t <br />Use of an Universal Tower without the proper base VOIDS ALL WARRANTIES. <br />L