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r 150.111 _,_ <br /> 9' <br /> IlIi <br /> III DESIGNED APPURTENANCE LOADING <br /> ,If TYPE ELEVATION TYPE ELEVATION <br /> I 11 Ij Seismic Fars 83 155 (PTC RBERJLNCIX8/CYl1NOER 121 <br /> I,II 564098 Force 89 155 CFTC RBEfl JINCTCN CYLINDER 121 <br /> Seismic Few 87 153 POWER J(.1r4C11G4 CYLINDER 121 <br /> p ? ^. /I Sel9rlic Force 86 151.5 POWER JINCTIQ4 CYLINDER 121 <br /> $ 5'. ; .e I $961000 ice 85 160 POWERJUNDTON CYLINDER 121 <br /> 3.5.18 Hunt Pipe 160 2.5899 299103 121 <br /> T x 3'Ice SN6ld Horizontal 150 2.5048 RR4#V3 121 <br /> !, <br /> 'I 1. 2.4'pe x 38' M <br /> Mo0Rpe0#9- 150 2.5RRI4V3 121 <br /> 1 I 1 5e'44.Ugheing Roo 150 R1414P4 121 <br /> Seismic Force 84 149,433 R114-P4 121 <br /> Saw*Force 83 148.109 /IRK P4 121 <br /> / <br /> 148 <br /> SWsmic Race 60 <br /> 119.074 <br /> 117.889 <br /> . III I 148 Seismic Face F1w193YS12U8 5759 <br /> 588 116 <br /> FM90 148 Seismic was 5e e.703 <br /> t 19 7 B <br /> 9 <br /> FR/0 148 Sesmic Force 58 114.333 <br /> III (2)MS 148 Seismic Face 55 113.147 <br /> 1.1 111i 4910400.7771.P848 1413 Seismic Face 54 111.983 <br /> 11 Ali 11 24'Die x 48Maee Pipe 148 Seismic Face S3 110.777 <br /> I I 24'Dias&BPlpe 148 Seismic Face 52 110 <br /> 2A'1)18 x&8 Pyle 148 Saes*Race 51 109.592 <br /> 2 5 24•Dia x&I9Plpe 146 Seismic Force 50 108.407 <br /> PYlbnm AWN ILP 715-11 148 Sewn*Face 49 107221 <br /> e K' j Seismic Face 82 148 Seismic FForce48 108.038 <br /> _ <br /> R ETW19OVS12U8 148 Seismic Force 47 104.852 <br /> II <br /> 1'1M485 <br /> 0BX96A.A2w Mount Pipe --- - 118 Seismic Face 46 104' (2)1M5x%-551&WMvi Yount Pipe 148 SUM Arm Moeaf6070211 154 <br /> ' ' III (2)7353)(X45116 WM W Moats Pipe 148 D88080.XT 104 <br /> 11 (2)196XXW M-9516-R254 ont Pice 148 Seismic Face 45 103.867 <br /> / 'I DB/NH-65654.A2M W Muse Pipe 148 SoiteNc Face 44 102.481 <br /> / DBXNH.6565A.A2M ei Mount Pipe 148 SeismicForce43 101299 <br /> S9mcFace 91 11&781 Seismic a2 100.111 <br /> / <br /> 82211 Seismic Face 30 145.478 Seisms Face 41 98.9259 <br /> It 1 Seimk Face 79 -. 144.162 Seismic Face 40 952914 <br /> 1 Seismic Few 78 142.846 Seismic Face 39 95 <br /> I I Seismic Face77 .. 141.53 9E%458CW0000O ed Waft Pipe 95 <br /> Seismic Force 76 140.215 IEX4580W00000 84 Mbunl Pipe 95 <br /> Seismic Face 75 <br /> 138899 MEX458CW00000 rd Moult Pipe 95 <br /> Salm*Forty 71 _ 137.683 HEX458CW00000'4d Mount Pipe 95 <br /> 1 1 Seisms Force 73 136.287 RCM1C-3315.PF'48 95 <br /> P14144X25-WCS 138 HEX458CW00000 wY Mount Pipe 95 <br /> q8601009 136 5EX458CW00000 W MbaH Pipe 95 <br /> dd 1 860 10025 138 (2)RRUS 32 95 <br /> 86010025 138 (2)RRJS 32 96 <br /> 10 <br /> DC&48'8&1&8F 138 (219991932 % <br /> 95 <br /> n DC&48-60.18 80 138 (Z)24'pa x8-8 Pope <br /> g ^ 2.4'pex 411 Mount Pim 136 (2)2.4'pa x8-fl Pope % <br /> �Lnn l 2.4'0Iaxd-11 MounlPom 136 (2)2.4.DM x&ft Pipe <br /> 95 <br /> 8 I PIBIWmn Mourn ILP 301 I 136 (4)z4•pe x88Pipe 95 <br /> _ bi <br /> c 14 < 7e II f I Seismic Face rz <br /> 136 Platform Word(IF 701-1) 95 <br /> 9844525-WCS 136 3e48110 Face 38 91.1548 <br /> I P11H4X25-WCS - 138 SBIMic Force37 88.985 <br /> 1 0090904007-1, 136 5808548 Foca% 957752 <br /> W94%40-0]L 138 59998 Face 35 84.5854 <br /> - <br /> gO427W307.L 136 Seismic Force 34 82.3955 <br /> (2){8021401 133 SeisIc Face 33 80.2167 <br /> j 1 (2)LOP21401__. _._.1333 Sam*Force32 780159 <br /> (2)L3P21401 136 Seismic Face 31 75.3281 <br /> 'il 1 1 I 581M14.1065C 0L 138 Seismic Face 30 73.6382 <br /> I._ 39i52703AAAA 136 haemic Force29 71.4454 <br /> / 310627034.4AA 138 Saar/Facet 69.2566 <br /> / 457 <br /> 3JR52703AAAA136Seismic Face 2767.0883 <br /> 712255 138Seismic Force 28 34.877 <br /> 742265138 546,00 Force 25 526872 <br /> _11 _ I 742266 138 Seismic Face 24 60.4974 <br /> 58JM4•1D65C.DL 135 Seim*Face23 583075 <br /> 58JAH4-1065C-DL 133 5eimlo Force 22 531177 <br /> 1'1 I.: Seim*Face 71 134.952 Seismic Face 21 53.9279 <br /> 1 Sam*Face 70 133.636 Seismic 9080820 49.24% <br /> I Seim*Face 89132.32 99emc Force 19 44.4646 <br /> Sam*Force% 191.004 Seim*080018 42.%11 <br /> lI 596510 Face 67 129.868 Sam10 Face 17 39.8575 <br /> Seismic Face% 128.372 Seismic Face 16 37.2541 <br /> Seismic Face 85 127.067 Seismic Few 15 34.%06 <br /> Sam*Few 64 126.741 Sam*Face 14 324472 <br /> Salm*Fares 63 125 Same Fares 13 30.0437 <br /> 59mn Force 62 122.374 Seim*Face 12 27.8401 <br /> Seismic Fame 81 121 Seim0 Face 11 25907 <br /> Q T.Arm Mem[TA 602-31 121 Seismic Face 10 22931 <br /> e g 8 P 12)2/8 Dia xe'B Pipe 121 Sams Face 9 21.4296 <br /> N 8 (2)24•pax 68 Pipe 121 Seismic Face 8 180262 <br /> (2)24'Da 48.A Pipe 121 580108 Face 15.6227 <br /> ET-X'WM1845'8P4.4'MwmPipe 121 561884608666 132192 <br /> ETX-WM1&65.80 el Moos Pipe 121 Seismic Farces 10.8157 <br /> ET'X'WM-18-65.8Pod Mauro Pipe 121 Seismic Force 8.41221 <br /> (655.901408424 04 Moura Pipe 121 Seismic Face 8.00873 <br /> ALL REAC77ONS APXYRRI3.C.A20 W',bunt Pipe 121 Seismic Pawl 3.60524 <br /> ARE FACTORED 191XX-90143S-A2M m'Mourn P9e 121 Bam0 ponce 1 1.21175 <br /> ' • OP TC FIBER JUNCTION CYLINDER 121 <br /> AXIAL <br /> 66212 lb MATERIAL STRENGTH <br /> E FY_-_ Fu GRADE I FY I Fu <br /> SHEAR MOMENTASM_85 BS 1¢I -080 ksi <br /> 12110 lb 1316576 Ib-ft <br /> 0.011 . TOWER DESIGN NOTES <br /> TORQUE 8 fb- 1.Tourer is bcated in Snohomish County.Washington. <br /> _ e REACTIONS-0 r7ph ph WIND 2.Tower des)prled for Exposure C to the TIA-222-G Standard. <br /> 3.Tower designed for a 0 mph basic wind In accordance with the TIA-222-G Standard. <br /> B <br /> .N 's a 4.Tower Risk Category II. <br /> g L9T* a a6 5.Topographic Category I with Crest Height of 0.00 ft <br /> m1 5 ml 1 6.Seismic Analysis <br /> 7.TOWER RATING:14% <br /> Tower Engineering Professionals tab Noopno(8U 826263) <br /> 326 Tryon Road rYgea:TEP No.46302.115847 <br /> f Raleigh,NC 27603 cia5 Gown Castle DfeMn 119:mzstnee APO' <br /> Toner Engineering Professions Phone:(919)661-6351 Cade'TIA-222-G Dale:04/12/17 Seas:NTS <br /> FAX:(919)661.6350 Pa1i:. Deg 46.E.1 <br />