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130.0 6 I <br /> I GRADE Fy MAFrERIAL STRENGTHGRADE Fy ? Fu <br /> A53•&42 42 ksi 63 ksi <br /> 2 <br /> 120.0ft I I I I t TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to <br /> increase in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> 6. Tower Risk Category II. <br /> 7. Topographic Category 1 with Crest Height of 0.000 ft <br /> 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.9 <br /> 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H-1 <br /> $ - 10. TOWER RATING:75.8% <br /> N d III�11111 <br /> 80.0 ft 1 <br /> _I11I1II1i• 11111 <br /> • <br /> o <br /> M � G <br /> a <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 55 K <br /> 40.0 ft <br /> SHEAR MOMENT <br /> 7 K1 759 kip-ft <br /> TORQUE 0 kip-ft <br /> SEISMIC <br /> AXIAL <br /> 67 K <br /> SHEAR MOMENT <br /> o 3 K / 280 kip-ft <br /> a <br /> TORQUE 0 kip-ft <br /> 30 mph WIND-1.000 in ICE <br /> AXIAL <br /> 47 K <br /> SHEAR MOMENT <br /> 20 K � � 1796 kip-ft <br /> 0.0 ft <br /> TORQUE 0 kip-ft <br /> REACTIONS-98 mph WIND <br /> r Y <br /> p E. c <br /> N j <br /> Job: <br /> Crown Castle 815285 <br /> CROWN 2000 Corporate Drive Project: <br /> ...0CASTLE Canonsburg, PA 15317 client Crown Castle Drawn by'abruiz Appd: <br /> , <br /> The Pathway to Passible Phone:(724)416-2000 code: TIA-222-H Date:03/08/22 scale: NTS <br /> FAX: Path: a Eu a Dwg No. <br /> cVVIR81s:es.wo20es0.SAT ,ea8scscow.33.9wmdA�esuiamuMaMrsnd E-1, <br />