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tr�xTower J�b Page 816298 Zephyrhills 3 of 47 SSOE Inc. Project Date /oo�n�adison Ave. 012-01232-00 16.27.34 07/13/12 Toledo,OH43604 Client Designed by Phone (419)255-3830 FAX. (419)255-6101 CCI 81352 Tower Tox�er Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevatiorr Spacing Type K Brace Horizontals Offset Ofj'set End ft fr Panels in in T2 279 00-272.00 7.00 K Brace Down No Yes 0.00 0.00 T3 272.00-259.00 13 00 KI Down No Yes 0.00 0.00 T4 259.00-247 00 12.00 KI Down No Yes 0.00 0.00 TS 247.00-237.00 10.00 K Brace Down No Yes 0.00 0.00 T6 237.00-232.00 5.00 K Brace Down No Yes 0.00 0.00 T7 232.00-222.00 ]0.00 Kl Down No Yes 0.00 0.00 T8 222.00-210.00 12.00 KI Down No Ycs 0.00 0.00 T9 210.00-195.00 I5.00 KI Down No Yes 0.00 000 TIO 195.00-183.00 12.00 KI Down No Yes 0.00 000 TI I 183.00-171.00 12.00 KI Down No Yes 0.00 0.00 T12 171.00-146.00 25 00 KI Down No Yes 0.00 0.00 T13 (46.00-122.00 24.00 K2 Down No Ycs 0.00 000 T14 122.00-96.00 26.00 K2 Down No Ycs 0.00 0.00 Tl5 96.00-72.00 24.00 K2 Down No Ycs 0.00 0.00 T16 72.00-52.00 20.00 K2ADown No Yes 0.00 0.00 T l7 52.00-32.00 20 00 K2A Down No Yes 0.00 0.00 T18 32.00-000 32y00 Portal No 4µT Yes 0.00 0.00 Tower Section Geomet cont'd Tower Leg . � _�Geg �- �„ ..Geg� y-Diagonal� �,�.� . "Diagonal�� .�Diagonal Elevation Tvpe Size Grade Type Size Grade ft TI 288.00-279.00 Equal Angle LSxSxI/2 A572-50 Double Angle 2L2 V2x2xl/4x3/8 A572-50 (50 ksi) (50 ksi) T2 2?9.0�-2',2.CC Equa::r.gl2 L5x5�:/2 A'72-50 Boub:c�r.g;c 2L2 !!2x2x„4x3;° 1572-SC (50 ksi) (50 ksi) T3272.00-25900 EqualAngle LSx5x1/2 A572-50 DoubleAngle 2L21/2x2U2xl/4x3/8 A572-50 (50 ksi) (50 ksi) T4 259 00-247.00 Equal Angle LSxSxI/2 A572-50 Double Angle 2L2x2 1/2x1/4x3/8 A572-50 (50 ksi) (50 ksi) TS 247.00-237.00 Equal Angle LSx8x5/8 A572-50 Double Angle 2L3x2 I/2xl/4x3/8 A572-50 (50 ksi) (50 ksi) T6 237.00-232.00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L3 U2�c2 U2x5/16x3/8 A572-50 (50 ksi) (50 ksi) T7 232.00-222.00 Equa]Angle L8x8x5/8 A572-50 Double Ang1e 2L2 1/2x3x5/16x3/8 A572-50 (50 ksi) (50 ksi) T8 222.00-210.00 Equal Angle L8x8x5/8 A572-50 Double Angle ZL2 I/2x3 U2xl/4x3/8 A572-50 (50 ksi) (50 ksi) T9 210.00-I95 00 Equal Anglc L8x8x5/8 A572-50 Double Anglc 2L2 1/2x3 I/2xU4x3/8 A572-50 (50 ksi) (50 ksi) TIO EqualAngle L8x8xl I/8 A572-50 DoubleAngle 2L31/2x4x1/4x3/8 A572_50 195.00-183.00 (50 ksi) (50 ksi) TI 1 Equal Angle L8x8xl 1/8 A572-50 Double Angle 2L3x3 I/2xl/4x3/8 A572-50 183 00-171.00 (50 ksi) (50 ksi) T12 Equal Angle L8x8xl 1/8 A572-50 Doublc Anglc 2L3 1/2x5x3/8x3/8 A572-50 U I 00-146.00 (50 ksi) (50 ksi) Tl3 Arbitrary Shape L8x8x3/4 2PL0.5x8 A572-50 Double Anglc 2L3 U2x5x3/8x3/8 A572-50 146.00-122.00 (50 ksi) (50 ksi) Tl4 122.00-96.00 Arbitrary Shapc L8x8x3/4 2PLO.Sx8 A572-50 Doublc Anglc 2L3 I/2x5x5/16x3/8 Ag72-50 (50 ksi) (50 ksi) TIS 96.00-72.00 Arbitrary Shape L8x8xl 2PL0 75x8 A572-50 Double Angle 2L3 I/2x5x5/16x3/8 A572-50 (50 ksi) (50 ksi) T16 72.00-52.00 Arbitrary Shape L8x8xl 2PL0.625x8 A572-50 Double Angle 2L3 1/2x4x5/16x3/8 A572-50 (50 ksi) (50 ksi) T17 52.00-32.00 Arbitrary Shapc L8x8xl 2PL0 75x8 A572-50 Doubic Angle 2L3 1/2x4x5/16x3/8 A572-50 (50 ksi) (50 ksi)