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I 1 i1 s MATERIAL STRENGTH <br /> 127.0ni 11111111111111111 <br /> GRADE Fy Fu GRADE j Fy L Fu <br /> A572-65 65 km Fy <br /> ksi <br /> S m o ■ u 1!R <br /> `� el <br /> 122.0 fl 'lilt <br /> Ill <br /> TOWER DESIGN NOTES <br /> Iing Do o ii {! f 1. Tower is located in Snohomish County,Washington. <br /> t 17.0 n ' `-�-. 2. Tower designed for Exposure C to the TIA-222-H Standard.°' ° ii 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. <br /> ling DO <br /> d I 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to <br /> 112.0 ft increase in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> sung DO <br /> o I!.I 6. Tower Risk Category II. <br /> 107.o ft 7. Topographic Category 1 with Crest Height of 0.00 ftlDIR MD N 102.o ft ' 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.6 <br /> 0 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H-1 <br /> 10. TOWER RATING:62.5% <br /> aHflhl 111 Q 990 .8 ft il'II,, <br /> SUIU 1111 DI 0 94.5 ft I <br /> min o <br /> I'�i <br /> 87.39 <br /> PJCt1 l.ftr7 0 111116 <br /> 1010 MD o 81.3ft 1 j <br /> 10100� ENCI s110:11 0 76.3 ft li, <br /> I <br /> IUIM Up c 69.3 n I <br /> 101A DL ,° 0 64.3 ft IL 1010 00 < 0 59.3 ft �� O <br /> p 2 III NI <br /> 1 i n <br /> 52.0 ft <br /> 110 <br /> �Illw a me j ALL REACTIONS <br /> lino U ..! <br /> o as.o fl ll <br /> I ARE AXIAL <br /> ORED <br /> DMID _ o <br /> I 33 K 41.0 n I J /iF <br /> SHEAR MOMENT <br /> ®®nl 11 36.0ft <br /> fNF11 HU 0 33.9 ft ON TORQUE 0 kip-ft <br /> SEISMIC <br /> lull III o 2a.7 nn III AXIAL <br /> ODin IN 0 23.7 n III 41I K <br /> IIII SHEAR I MOMENT <br /> HO III 2K Jl ft <br /> 17.0 ft <br /> 1101111 <br /> l�J47 lull, TORQUE 0 kip-ft <br /> IOIU DV 11.o n IIII 30 mph WIND-1.0000 in ICE <br /> AXIAL <br /> IDID DO o 1111 <br /> ,q 28 K <br /> 6.0fl I� <br /> null 110 o n <br /> ii <br /> 15 KA MO kip ft <br /> 1.0 j� <br /> o to• 0, u I <br /> A TORQUE 0 kip-ft <br /> gI t <br /> m REACTIONS-98 mph WIND <br /> ? a <br /> c L N 2 , 0 O m rn <br /> 0 J 2 F N F m U' 7i <br /> 1111121 <br /> Black& Veatch Corp. '°b Everett Monopole(BU#823967) <br /> BLACK&VEATCH 6800 W. 115th St., Suite 2292 <br /> Overland Park, KS 66211 <br /> Project 406642(823967.1954302) <br /> Building a world of difference' Client:Crown Castle Draw`'by Phutthiphong Suwantha APPd: <br /> Phone:(913)458 6909 Code: TIA-222-H Date 05/25121 scab NTS <br /> FAX (913)458-6909 Path: Dwg No.E-1 <br /> gJ if)(9 <br />