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r <br />heavy duty <br />H.D. <br />40 Ft <br />H.D. <br />50 Ft <br />H.D. <br />60 Ft. <br />H.D. <br />70 Ft. <br />4 <br />sq.ft <br />H.D. <br />80 Ft. <br />H.D. <br />90 Ft. <br />H.D. <br />100 Ft. <br />4-90 <br />♦2710 <br />sq. ft <br />8-70 <br />♦2034 <br />8*80 <br />♦2603 <br />4-100 <br />* ^3630 <br />8-90 <br />♦3198 <br />':^b~ iC o•o <br />XRY1990 <br />TOWERS <br />t in square ftat) <br />sq.ft <br />T1 <br />1. ft. <br />L-50 <br />1724 <br />9-60 <br />♦ 1808 <br />9-80 <br />♦2716 <br />11-80 <br />♦3085 <br />11-90 <br />♦3656 <br />12-70 <br />♦2519 <br />16-60 <br />♦2178 <br />12-80 <br />♦3090 <br />16-80 <br />♦3317 <br />17-70 <br />♦2749 <br />21-60 <br />♦2294 <br />21-70 <br />♦2864 <br />sq.ft <br />35-40 <br />tieia <br />pBicts SUBJECT TO chance without notice <br />NOTE: Above pnet* do not include occ«sori«. _ <br />30 ” I <br />tapered <br />section <br />ACCESSORIES <br />30 <br />straight <br />section <br />♦670.00 <br />'j (I i <br />1 i * <br />3 - 30 <br />BASE <br />$212.57 <br />Flat Roof Mounts <br />RFM - 30 - $186.52 <br />M <br />For Guyed Towers <br />BEARING $90.70 <br />l-5/8"SC 4-B <br />$116.52 <br />2-3/l6 ”SC 4-B <br />1 • <br />a <br />m <br />r «\• <br />• <br />a •o <br />m 1 <br />- <br />f •# <br />•• <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 />— fin UTl 3. *t6r3. J.section •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 tewer. <br />NOTE: AM bmn thould b» put in aiwunt *1 cwntf f f <br />TOP PLATE <br />Flange Bearing <br />Mount- $2124 <br />This plate to <br />be WELDED to <br />Top Section, <br />(as shown below)