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. - - - 550111 <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> Seismic Forte 89 156 OPTIC FIBER JUNCTION CYLINDER 121 <br /> Seismic Force 88 155 OPTIC FIBER JUNCTIONCYLINDER 121 <br /> Seism(Face 87 153 POWER JUNCTION CYLINDER 121 <br /> $ n w ,- <br /> • Seismic Force 86 1515 POWER JUNCTIONCYLINDER 121 <br /> n <br /> n n ii Seismic Force 85 150 POWER JUNCTION CYUNDER 121 <br /> 3.5'x6'Mare Pipe 150 2.50Hz RRH-V3 121 <br /> 7 x 3 Ice Shield Horizontal 150 2.5080 RR11V3 121 <br /> 2.4'Die x 36'Mount Pipe 150 2.50142 RRH-V3 121 <br /> 5/M x 4 Lightning Rad 150 RRH-P4 121 <br /> Seism(Faca84 148.426 RRH-P4 121 <br /> Feismic Face 83 148.11 RRH-P4 121 <br /> FRIG 148 APXV9EAR18-GA20 w'Ment Pipe 121 <br /> FRIG 148 ETCR-654112H6 sr/Ment Pipe 121 <br /> NNSNDOT771-PFdB 148 APXV9ERR18 -A20 or Mout Pipe 121 <br /> --- 114.76 TMAT1921 B7821A 148 Seismic Forte 60 119.074 <br /> TMAT1921878-21A 148 Seism(Force 59 117.889 <br /> TMAT1821078-21A 148 Seism(Force58 110703 <br /> (3)FHFB 148 Seismic Force57 115.519 <br /> 2.4'Dta54-n Mart Pipe 148 Seism(Force 56 114.333 <br /> 2.4'Dia x6fWpe 148 Sdsnic Face 55 113148 <br /> 2.41 Dia a6n Pipe 148 Satanic Force54 111.963 <br /> 2.41 Dia x6t Pipe 148 Seismic Force53 110.77/ <br /> m Platform Mount ILP 715-11 148 Sdsm(Force 52 110 <br /> n Seismic Face 82 148 Seismic Force 51 109592 <br /> m 52 5 g .4 <br /> FRIG 148 Seismic Force 50 108.408 <br /> DBXNH-6565A-A2M or Maze Pipe 148 Seismic F66749 107223 <br /> (2)TM8XXE516R2M of Mart Pipe 148 Seism(Force 4E1 106.037 <br /> (2)TMB)015516R2Mw/Mount Pipe 148 Seismic Face47 104.852 <br /> (2)TMBXX-6516(2M or Mase Pipe 148 Seismic Force 46 104 <br /> / OBXNH 6565A-A2M so/Mount Pipe 146 SkleAtm Mart(80 7021) 104 <br /> DBXNH fiS65MA24SY Mart Pipe148 008096-XT 104 <br /> Seism( <br /> Face 81 146.794 Seism(Face4$ 103.66792.31 ,� SeimkFac880 145.478 Seismic Face 44 102.481 <br /> Seism(Face 79 144.152 Seismic Force 43 101297 <br /> Seismic Force 78 142.848 Seismic Force 42 100111 <br /> Seism(Force 77 141,531 Scion*Force41 98.9259 <br /> Seismic Face 76 140,215 Seismic Forced° 95.2916 <br /> Seism(Face 75 136.899 Seism(Force39 95 <br /> Seismic Force74 137.583 RCMD03315.PF-48 95 <br /> Soon*Face73 136268 HEX458CW0000006 Moat Pipe 95 <br /> RRH4)125-WCS 136 HE)(458CW0000G w/Moat Pope 95 <br /> 86010025 136 HEXOO8CW00000 si Mout Npe 95 <br /> 86010025 136 HF04860W00000 0/Ment Pipe 95 <br /> 86010026 138 HEX458CW0000Gw/Maat Pipe 95 <br /> O <br /> DC61850.188F 136 HFY4s8CW00000 w/Ment Pipe 95 <br /> 0064860-168F 136 (2)RRUS 32 95 <br /> r 2.4'Dia x 4 It Mout Pym 138 (2)RRUS32 95 <br /> w y 24'Dia x Olt Mare Pips 136 (2)RRUS32 96 <br /> to .X $ Platform Mount ILP 301-11 136 (2)24'Dia x 611 Pipe 95 <br /> a 2 'z N Seismic Force72 136 (2)2.4'Diax 6n Pipe 95 <br /> RRH4X25-WCS 136 (2)2.4'Dia x 60 Pipe 95 <br /> RRH4X25-WCS 136 (4)2.4'Diax 60 Pipe 95 <br /> RRH2X40-07.L 136 Platform Mount ILP 701-11 95 <br /> R662040-07.1 136 5e189(Force 38 91.1551 <br /> RRH2040-07-1 136 Seismic Force 37 88.9653 <br /> (2)LGP21401 136 Seismic Face36 86.7755 <br /> (2)10221401 136 Seiem(Face 35 84.5856 <br /> (2)LGP21401 136 Seism(Face 34 82.3958 <br /> SBJAH4-1565C-DL 136 Seismic Faroe 33 80.206 <br /> /// .. Force 3JR552703AAAA 136 Seismic32 78.0162 <br /> / 3JR52703AAAA 136 Seismic Face 31 ]5.8266 <br /> / 31R5270.3AAAA 138 Seismic Face 30 73.6366 <br /> 742265 136 Seismic Face 29 71.4467 <br /> ]62265 136 <br /> Seismic Force 28 69.2589 <br /> 45,71 742 265 136 Seismic Face 27 67.0671 <br /> SB4AH41D65C-DL 136 Seismic Force26 64.8773 <br /> SBJAk14-15650-51 136 Seismic Force 25 62.6875 <br /> Seism(Force71 134.952 Sdsric Force24 60.4977 <br /> Seismic Force 70 133.636 Seismic Force23 58.3078 <br /> Seismic Force 69 132.32 Seismic Face22 56.118 <br /> Seismic Force68 131.004 Seism(Force21 53,9282 <br /> Seism(Force67 129.689 Seism(Fa020 49.2498 <br /> Seismic Face 66 128.373 Seisms Force19 44.4649 <br /> Seismic Force 65 127.057 Seism(Face 18 42.0613 <br /> Seism(Force64 125.741 Seism(Force 17 39.6579 <br /> Seismic Force 633 125 Seism(Force 16 37.2543 <br /> Seismic Force62 122.376 Seismic Face 15 34.8309 <br /> Seismic Force 61 121 Seism(Face 14 32.4474 <br /> QQ Tam Ment FA602-3I121 Seismic Face 13 30.0438 <br /> y $ 45 (3)2.41Dla x 60 Pipe 121 Seism(Force 12 27.6404 <br /> a a X _ (3)241Dl4 x 60 Nps 121 Seism(Force 11 25.2389 <br /> (3)24'Ola x 60 Pym 121 Seism(Force10 22.8333 <br /> 600MHz RRH 121 Seism(Face 9 20.4297 <br /> (2)800M1-1z RAH 121 Seism(Force8 180282 <br /> 800MHz RRH 121 54.04670,607 15.6227 <br /> POWER JUNCTION CYLINDER 121 Seismic Farce° 13,2193 <br /> ALL REACTIONS OPTIC NEER JUNCTION CYLINDER 121 Seism(Force 10.8158 <br /> ARE FACTORED ET-X-WM18658Pvd Ment Pipe 121 Seismic Faced 8.41227 <br /> ET-X-WM18668PM Mount Pipe 121 Seismic Force 600877 <br /> AXIAL ET-X-WM18658P(/Mere Pipe 121 Seism(Facet 3.80526 <br /> 6677016 OPTIC FIBER JUNCTION CYLINDER 121 Seism(Face 1 120175 <br /> SHEAR MOMENT MATERIAL STRENGTH <br /> 12105 lb ` 1321811 lb-ft GRADE FY Fu GRADE ( Fy I Fu <br /> son _ A572.65 65 ksi 80 k( <br /> TORQUE 10 lb-ft <br /> $ 2 E REACTIONS-Omph WIND TOWER DESIGN NOTES <br /> 1.Tower is located in Snohomish County,Washington. <br /> E - o _ z 2.Tower designed for Exposure C to the TIA-222-G Standard. <br /> 1 1", <br /> E m -m , a 3.Tower designed for a 0 mph basic wind in accordance with the TIA-222-G Standard. <br /> 3 4.Tower Risk Category II. <br /> 5.Topographic Category 1 with Crest Height of 0.00 ft <br /> 6.Seismic Analysis <br /> 7.TOWER RATING:14.1 <br /> . Tower Engineering Professionals No/pro(BU 826263) <br /> 326 Tryon Road p14.1:TEP No.46702.124891-Se/smk Analysis <br /> Raleigh,NC 27603 d1A1'Crown Castle Ora4mbr.DAR App's <br /> Two(Engineering Professions( Phone:(919)661-6351 Code'TIA-222-G DB1.07/12/17 Dale'NTS <br /> FAX:(919)661-6350 Poen `-_-_-- D'''e Na.E-1 <br />