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\RY 1990 <br />heavy duty TOWERS <br />> in squar* faat) <br />4 <br />SQ•f^ 4 <br />8 <br />sq.ft. <br />9 <br />sq.ft <br />trl If 's. <br />‘O <br />i.ft.sq.ft <br />H.D. <br />40 Ft. <br />\35-40 <br />lieie <br />H.D. <br />50 Ft. <br />V'-A / <br />» <br />L-50 <br />, ..-724 <br />H.D.9-60 16-60 21-60 <br />60 Ft.$1808 $2176 $2294 <br />H.D.8-70 12-70 17-7021-70 <br />70 Ft.$2034 $2519 $2749 $2864 <br />H.D.8-80 9-80 11-80 12-80 16-80 <br />80 Ft.$2603 $2716 $3085 <br />$3090 $3317 <br />H.D.4-90 8-90 <br />11-90 <br />90 Ft.. $2710 $3198 $3666 <br />H.D. <br />100 Ft. <br />4-100 8-100 PBICCS SuaJfCT lO CHANG! WITHOUT NOTICE <br />NOTi: Abova pncts do not includa occMtorias. <br />■■■ <br />’ $3630 $3884 1 1 1 1 <br />30”! <br />tapered <br />section <br />ACCESSORIES <br />30" <br />straight <br />section <br />$670.00 <br />Flat Roof Mounts <br />RFM - 30 - $186.52 <br />For Guyed Towers <br />BEARING $90.70 <br />l-5/8"SC 4-B <br />, , , $116.522-3/l6"SC 4-B <br />•1r <br />( <br />«s <br />4 <br />• <br />j <br />> <br />• <br />a ►'0 <br />Hole for the B-30 Tower, - 5*x5‘x6* deep, <br />with 6 cu. yd. concrete. The B-30 base <br />should be bolted to the bottom Tower <br />section of your particular configuration <br />This will insure correct equilateral <br />spread of base. While concrete is setting <br />up, base can be leveled by using a carp­ <br />enters level on the upright section used <br />to keep the base spread. <br />Allow concrete 3 to 4 days to set up, <br />before erecting balance of tower. <br />WOTt; aw Wntt sKawia w» mawwi •! cucrf fwtwiwwaad. <br />CAIITtON no MOT VOID VOU« WARBAMTV <br />TOP PLATE <br />Flange Bearing <br />Mount- $2124 <br />This plate to <br />be WELDED to <br />Top Section, <br />(as shown below)