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287 7It <br /> 280.1ft ' <br /> x 2 2 ^ = <br /> Z O N 272 5It <br /> SYMBOL LIST <br /> MARK SIZE MARK SIZE <br /> co "' x ,`t°, A 21-21/2x2x3/16x5/16 M 2L5x3x5/16x5116 <br /> C x 00 x [V N B 212 1/2x2 112xl/4x5/16 N 21-W.5x5/16x5/16" <br /> J J % @� „ c 2L3x2112x1/40/4 O L2112x11/2x3116 <br /> c�+ N D 21-21/2x3x1/4xl/4 P 2L21/xW/160/4 <br /> 247.3 ft E 21-21/2x3 112x1/45/16 o L21/2x2x3/16 <br /> m F 2L 31/2 x 4 x 114 x 1/4 R L21/2x21/24116 <br /> U ¢Z Z n m G 2L 3 x 31/2 x V4 x 1/4 s L31/2x21/2x1/4 <br /> „ 2326 ftft H 21-3112x4x5/160/2 T 2131/2x3 lr2xl/4x5/l6 <br /> N <br /> L3721/90/4 U 2L21/2x21P2c3/16x5116 <br /> ❑ J O O x tO> J 2L3 1/2x2 112x1/4x5/16 V 1@ 10.4166 <br /> 6 222.2 ft K 2L3x20/164/16 w 1 10.4667 <br /> J 2 / L 2LSx31I2x5/16x5116 <br /> , n MATERIAL STRENGTH <br /> e w 209.6ft GRADE Fy Fu GRADE Fy F. <br /> A572-50 50 ksi 65 ksi A36 136 ksi 158 ksl <br /> C Y lz� <br /> Y pj N <br /> 1970ft _ TOWER DESIGN NOTES <br /> m c'! 1. Tower is located in Pasco County,Florida. <br /> LL s a a < N1Z 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> J 3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. <br /> 181.3It _ _ 4. Deflections are based upon a 60 mph wind. <br /> - 5. Tower Structure Class II. <br /> 0 z or(K w 3 6. Topographic Category 1 with Crest Height of 0.00 ft <br /> m <br /> 170.8ft 7. TOWER RATING:97.1% <br /> J <br /> O � <br /> 2 2 n N <br /> M � - <br /> J <br /> 0 146.8 ft <br /> J <br /> - N J <br /> 121.7ft <br /> N _ <br /> P 1 <br /> N O � <br /> M � / <br /> ~J 10 <br /> J - ' <br /> N N f <br /> 4 N 96.6 ft <br /> N N <br /> O <br /> 71.5 It <br /> ci \ <br /> n <br /> LL ALL REACTIONS <br /> — AREFACTORED <br /> N <br /> N 51.4 ft MAX.CORNER REACTIONS AT BASE: <br /> x DOWN: 5713951b <br /> „-9 = N o ❑ N / SHEAR., 104145lb <br /> UPLIFT., -456646lb <br /> 3t6n SHEAR., 88191lb <br /> g` ^ x o AXIAL <br /> x m mXM a 262443/b <br /> N N N SHEAR MOMENT <br /> N y 2498291b /�.11 32582228 lb-ft <br /> N <br /> 0.0 ft ' <br /> TORQUE 143364 lb-ft <br /> a <br /> m REACTIONS-106 mph WIND <br /> w2 _ ox❑ = g <br /> = yam �oc� Nxoin m' m — <br /> � a <br /> N J J❑ ❑H=K K K K S 11 it <br /> Tower Engineering Professionals ob Zephyrhills(BU 816298) <br /> 326 Tryon Road Project:TEP No.26146.157540 <br /> Raleigh, NC 27603 °rent'Crown Castle Drawn ITaobregon App'd <br /> TEP Phone:(919)661-6351 code: TIA-222-G Date:06/04/18 Scale: NTS <br /> FAX: 919 661-6350 Pam' ivy N0'E-1 <br />