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Job Page �� Pasco County (VS) (BU 826548) 5 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factar Stitch Bolt Stitch Bolt (perfacel Ar Spacing .Spacing Diagonals Horizontals ft f� in in in TI1 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 60.000-40.000 (36 ksi) T12 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 40.000-30.000 (36 ksi) T13 0.000 0.500 A36 1.03 1 1.05 41.016 0.000 30.000-20.000 (36 ksi) T14 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 20.000-0.000 (36 ksi) Tower Section Geometr cont'd K Facrorsl Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Hori;. Brace Single Solid Diags Diags Angles Rounds X X X X X X X f� Y Y Y Y Y Y Y Tl Yes No 1 1 1 1 1 1 1 1 190.000-180.0 1 1 I 1 1 1 1 00 T2 Yes No 1 1 1 1 I 1 1 1 180.000-160.0 1 1 1 1 1 1 1 00 T3 Yes No 1 1 1 1 1 1 1 1 160.000-140.0 1 1 1 1 1 1 1 00 T4 Yes No 1 1 1 1 1 1 1 1 140.000-120.0 1 1 1 1 1 1 1 00 T5 Yes No L 1 1 1 1 1 1 1 120.000-113.3 1 1 1 1 1 1 1 33 T6 Yes No 1 1 1 1 1 1 1 1 113.333-106.6 1 1 1 1 1 1 1 67 T7 Yes No 1 1 1 1 1 1 1 1 106.667-100.0 1 1 1 1 1 1 1 00 T8 Yes No 1 I 1 1 1 1 1 1 100.000-80.00 1 1 1 1 1 1 1 0 T9 Yes No 1 1 1 1 1 1 1 1 80.000-70.000 1 1 1 1 1 1 1 T10 Yes No 1 1 1 1 1 1 1 1 70.000-60.000 1 1 1 1 1 1 1 Tll Yes No I 1 1 1 1 1 1 1 60.000-40.000 1 1 1 1 1 1 1 T12 Yes No 1 1 1 1 1 1 1 1 40.000-30.000 1 1 1 1 1 1 1 T13 Yes No 1 1 1 1 1 1 1 1 30.000-20.000 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.000-0.000 1 1 1 1 1 1 1 Note:K factors are applied to member segment lengths.K-braces without inner supponing members wil[have the K factor in the out-of-plane direction applied to the overalllength.