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Job Page <br /> tnx,Tower BU 816298-ZEPHYRHILLS 7 of 68 <br /> SSOE Group Project Date <br /> 320 Seven Springs Way,Suite 350 015-00428-00 09:50:43 03/18/15 <br /> Brentu�ood,TN37027 Client Designed by <br /> Phone:(615)661-7585 CC� 15319 <br /> FAX. (615)661-7569 <br /> Tower Redundant Redu�:dant Redundant KFactor <br /> Elevation Bracing Type Size <br /> Grade <br /> ft <br /> Sub-Horizontal Double Angle 2LSx5x3/8x3/8 1 <br /> Hip(1) Double Angle 2L3x2 1/2x1/4x3/8 1 <br /> Hip(2) 2L2 1/2x2x1/4x3/8 <br /> Hip(3) 2L3x2 1/2x1/4x3/8 <br /> Hip Diagonal 2L2 1/2x2x1/4�/8 1 <br /> Tower Section Geometry (cont'd) <br /> Tower Gusset Gttsset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle <br />' Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing <br /> Diagonals Hai�antals <br /> ft ft' in in in <br /> Tl 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 288.00-279.00 (36 ksi) <br /> T2 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 279.00-272.00 (36 ksi) <br /> T3 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 272.00-259.00 (36 ksi) <br /> T4 0.00 0.00 A36 1 1 I.OS 24.00 24.00 <br /> 259.00-247.00 (36 ksi) <br /> TS I.00 1.00 A36 I I 1.05 24.00 24.00 <br /> 247.00-237.00 (36 ksi) <br /> T6 0.00 0.00 A36 , 1 1 1.05 24.00 24.00 <br /> 237.00-232.00 (36 ksi) <br /> T7 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 232.00-222.00 (36 ksi) <br /> T8 1.00 1.00 A36 1 1 1.05 24.00 24.00 <br /> 222.00-210.00 (36 ksi) <br /> T9 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 210.00-195.00 (36 ksi) <br /> T10 1.56 1.00 A36 1 1 1.05 24.00 24.00 <br /> 195.00-183.00 (36 ksi) <br /> T11 0.00 0.00 A36 1 1 1.05 24.00 24.00 <br /> 183.00-171.00 (36 ksi) <br /> T12 2.00 1.00 A36 1 1 I.OS 24.00 24.00 <br /> 171.00-146.00 (36 ksi) <br /> T13 1.59 1.00 A36 1 1 1.05 24.00 24.00 <br /> I 146.00-122.00 (36 ksi) <br /> T14 2.06 1.00 A36 1 1 1.05 24.00 24.00 <br /> 122.00-96.00 (36 ksi) <br /> � T15 2.50 I.00 A36 1 1 1.05 24.00 24.00 <br /> 96.00-72.00 (36 ksi) <br /> T16 2.50 1.00 A36 1 1 1.05 24.00 24.00 <br /> 72.00-52.00 (36 ksi) <br /> T17 2.50 1.00 A36 1 1 1.05 24.00 24.00 <br /> 52.00-32.00 (36 ksi) <br /> T18 32.00-0.00 2.50 1.00 A36 1 1 1.05 24.00 24.00 <br /> (36 ksi) <br /> Tower Section Geometry (cont'd) <br /> x Pacrors' <br />