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1.27.0 It , <br />67.,3ft is <br />.2 1 <br />szq <br />O.Oft , <br />DESIGNED APPURTENANCE LOADING <br />.... ......... ............... ............. .............. --- i ---- . - .......... ... I-- - .......... <br />TYPE ELEVATION --- TYPE <br />.. ........ - <br />ELEVATION <br />. . . ... ......... <br />Seismic <br />S Discrete Force 1 '129 e Seismic Section Form 7 <br />.............. .. . . ......... <br />65.75 <br />Seismic Discrete Force 2 '127 Seismic Linear Force 7 <br />.65 <br />Seismic Linear Force 1 Seismic Section Force 8 <br />56. 3 7 5 <br />Seismic Section Force 1 Seismic Linear Force 8 <br />. 1 <br />.55 <br />Seismic Discrete Force 3 120 Seismic Section Force 9 <br />.51.25 <br />�SeismitoicreteRbrce 4 :118 Seismic Linear Force 9 <br />45 <br />Seismic Discrete Force 5 '116 Seismic Section Force 10 <br />41.25 <br />..... .. — — ---- <br />Seismic Linear Force 2 115 Seismic Linear Force 10 <br />.35 <br />. . ............. <br />Seismic Section Force 2 L 112 Seismic Section Force 11 <br />31.25 <br />Seismic Linear Force 3 105 Seismic Linear Force 11 <br />:25 <br />eismic Section Force 3 102 Seismic Section Force 12 <br />.21.5 <br />Seismic Linear Force 4 96 Seismic Section Force 13 <br />16.75 <br />Seismic sect on Force 4 92.125 Seismic Linear Force 12 <br />16 <br />. . . ..... .... . . . .. .. ......... <br />Seismic Section Force S :86.75 Seismic Section Force 14 <br />Seismic Linear Force 5 85 Seismic Linear Force 13 <br />5 <br />Seismic Section Force 6 :75.75 Seismic Section Force 15 <br />0.875 <br />Seismic Linear Form 6 .76 <br />MATERIAL STRENGTH <br />I Fu GRADE y <br />I <br />' Fu <br />A572-65 i 65 ksi <br />TOWER DESIGN NOTES <br />1. Tower is located in Snohomish County, Washington, <br />2. Tower designed for Exposure C to the TIA-222-G Standard. <br />3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br />4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered <br />to <br />increase in thickness with height. <br />5. Deflections are based upon a 60 mph wind. <br />6. Tower Structure Class 11. <br />7. Topographic Category I with Crest Height of 0.0000 ft <br />Paul J. Ford& Company 11b: 127'Everett Monopole -Seismic <br />OF250 E. Broad St., Suite 600 Project: A37518-0703,001.7805 Columbus, OH 43215 client: AT&T - I Drawn by.' djack App'd: <br />Phone: (614) 221-6679 Code: TIA-222-G -JDate 02/20/18_ - scale : NTS <br />FAX: Pa—th. Dwg No. E-1 <br />