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130.01 <br /> r — c - •- MATERIAL STRENGTH <br /> GRADE 1Fy ) Fu GRADE Fy�1 Fu <br /> ei <br /> A53-B-42 42 ksi 63 ksi <br /> 120.011 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 TL4:222-H Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase <br /> 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. TEA-222-H Annex S <br /> _ 9. TOWER RATING:63.3% <br /> p _ ,_ [ <br /> 2 rf-= =z = <br /> 80.0ft_ <br /> f <br /> i <br /> m <br /> I <br /> a 1 ' <br /> i I <br /> !-----... 40.0 ft <br /> I ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 62 K <br /> 0 SHEAR ' • MOMENT <br /> m 3 K 1 231 kip-ft <br /> a <br /> TORQUE 0 kip-ft <br /> 30 mph WIND-1.000 in ICE <br /> AXIAL <br /> 44K <br /> SHEAR •., MOMENT <br /> 18 K j Y 1556 kip-ft <br /> 0.0 ft <br /> TORQUE 0 kip-ft <br /> REACTIONS-98 mph WIND <br /> 1 <br /> .. n m <br /> B+T Group Job: <br /> 85660.014.01-LOWELL, WA(BU#815285) <br /> j 1717 S. Boulder, Suite 300 Pro'ea — <br /> E3_, <br /> Tulsa, OK 74119 ci,e°E Crown Castle Drawn bY:Rakshak App'd: <br /> Phone:(918)587-4630 <br /> Code: TIA-222-H Date'07/02/21 scale: NTS <br /> FAX:(918)295-0265 Path. D+.y No.E-1 <br />