|
t 70Y
<br /> 1 - r.
<br /> 12207 11111 811 CI
<br /> DESIGNED APPURTENANCE LOADING
<br /> I TYPE ELEVATION
<br /> 131Seism,Force 123 Soismk Force 92
<br /> T MT
<br /> 17.03 F
<br /> TYPE ELEVATION
<br /> ©®®® on 0 002.0FFHH-65C.R3 w/Mount Pipe
<br /> Seismic Farce 88 99.5
<br /> 111000 AHLOA
<br /> AHLOA
<br /> 129 Seismic Force 85
<br /> c 129
<br /> Seismic Force ea
<br /> AHLOA
<br /> 129 Seismic=ores 83
<br /> 137.6 n 129 Seismic Force az
<br /> mm o 129 Seism =roe et 89
<br /> 129 Seismic c ce 80 86.75
<br /> 0 123 Seismic o ce 79 85.75
<br /> 129 Seismic-c ice 78 84.75
<br /> ©© 102011 129 Seismic Farce]] 83.75
<br /> Dunn } . 100.31; 1_1 129 Seismic Farce 76 82.75
<br /> fT ---c- Seismic FI • : 129 a 129 Se Force 73
<br /> ci
<br /> - 129 Se Force 72 :
<br /> -
<br /> 95.0 ft 129 Se- Force 71
<br /> I • ,- 129 Se Force 70 76.65
<br /> • n:- 129
<br /> SeismicForce 69 75625
<br /> ilip__
<br /> pp _ •: 129Se ce 68 ]a.8]5
<br /> Se 129 Se ice 6] ]4.25
<br /> ' 129 Se ce66 7325
<br /> Seismic Force 121 129 Se -F ce 65 7225
<br /> � boss ▪ .i• 127 Se -Force 64 - 7125
<br /> �+_ 86.319 i� 5/8.in x 5.7 L.Rod 127 Se - 63 7025
<br /> Seism,Force 120
<br /> mumuvu_ _o _ 813n ' Seismic Force 119
<br /> 126.5 Se F 62 6925
<br /> 025.5 Se e61 66.25
<br /> Seismic Force 1 iel
<br /> 12<.5 Se- a 60 6125
<br /> 123.5 Se Force 59 6625
<br /> Seem, . 1H
<br /> ®��� � e I Seismic Force 115 1ba2"' 1 632B25 RRH4.30.48 1c 62 2763 n 1 6..
<br /> IMLIII. WIW g_ 750 ft III120 Seism,Force 53 60 25
<br /> lull' HU a 120 Seism 52 591666
<br /> I 120 Se 51 56
<br /> ..; 80010966 w/Mount Pipe 120 Sa F 50 569334
<br /> 69911 80010966 w/Mount Pipe 120 Se Force 9 54.025
<br /> 120 Seismic Force 48 51.5
<br /> I 0 SeismicFarcy 46
<br /> 646 11 600740 orce an
<br /> O Se1sm,Fcfce n3
<br /> ism a 2
<br /> 45.5
<br /> Seisms eine al
<br /> 1111 11 s9enS. seism Force d° 46.544 543.5
<br /> II Seismic Force 39 42.5
<br /> I
<br /> I
<br /> Seismic Force 38
<br /> B25 RRH4X30-4R
<br /> 120
<br /> Seism,Force 37
<br /> 120
<br /> ,.r Seism -Force 36
<br /> Seism ice 35 38 5
<br /> Seismic orce 34 37 5
<br /> 0 M1 Seismic-oce 33 36 5
<br /> IIA� I s 510n Seism, 32 35.125
<br /> -_-- • Se Force 3,
<br /> 41.5
<br /> 40.5
<br /> 39 5
<br /> •
<br /> x •. Se Force 30 33 5
<br /> 101000 •. • . Force 28 32 5
<br /> 0 460 h ' Se Force 28 31.5
<br /> SeismForce 27 30.5
<br /> 1111 01 - nSeism,Force 26
<br /> Se Face 25
<br /> 118
<br /> -- .,• -•. Se Force 24 29 5-
<br /> • .,n -• : Seismic Force 23
<br /> 27.5
<br /> at OM1 .._
<br /> ®111 in 'sm,Force Z2
<br /> TMEDC648.60-18-8F w/Mount Pipe
<br /> Side A.Wont SO 102-3
<br /> 118
<br /> 118
<br /> Seismic Force
<br /> fft
<br /> Seismic Force 2023.5
<br /> Seismic Force 19 24.5
<br /> 22 5
<br /> Seismic
<br /> yy �y 360n a ForceSeismic Force 107 116 Seismic rcrce 18 19 5
<br /> minim tin - ..-, ::
<br /> IU110 OH o
<br /> S.Arm Mount[SO 102.3i
<br /> 116
<br /> Seismic Force:4
<br /> 135
<br /> Seismic'coca 106 116
<br /> 115 5 Seismic Force 15
<br /> seism,Force,3 14.5
<br /> 12
<br /> 90'1 _ 05 114 5 Seismic Force 12 f•5
<br /> Forc
<br /> 04
<br /> I0lOOU SSeismiceismic FaraForcr
<br /> R 112 5
<br /> Seismic Force 10
<br /> 9a
<br /> 24 t Seism e101 110.5 Sewn,Force Il
<br /> Seism,For.9
<br /> Seism cob ].5
<br /> Seismic For.f00 1095 Seisn 6.5
<br /> Seismic Force 99 108.5 Seism,Force 6 5.5
<br /> - IN
<br /> 5a
<br /> 32■ �q ._n,__ 12.0 ' seismic Force 94 10.5 Seismic Farce 1 0.5
<br /> ©®1® VU a Sewmk Force 93 025
<br /> MATERIAL STRENGTH
<br /> tt.on GRADE FY Fu GRADE 1 FV I Fu
<br /> 0.57265 65 ksi BO Wei
<br /> ©®®® 1® c
<br /> ALL REACTIONS
<br /> ARE FACTORED
<br /> TOWER DESIGN NOTES
<br /> 6011 ALL
<br /> 1.Tower is located in Snohomish County,Washington.
<br /> p8 K 2.Tower designed 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 /> 0
<br /> I N I H IllSHEAR�MOMENT 4.Tower Risk Category II.
<br /> 1.on 4 K( 409 kip-it 5-Topographic Category 1 with Crest Height of 0.0000 ft
<br /> g - N_ .eon
<br /> o - P 9 2 TORQUE kip-ft
<br /> -- REACTIONS-0 mph WIND
<br /> E
<br /> g g a § x
<br /> S j z p e, 1- $ cz 3
<br /> Tower Engineering Professionals,Inc.bD Everett Monopole(BU 823967)
<br /> 326 Tryon Road
<br /> Pmect TEP No.46303.166106-Seismic AnalysisRaleigh,NC 27603-5263 G1B07:Crown Castle Drawn by:TLI 'a:
<br /> Tower Engineering Professionals Phone:(919)661-6351 Cao:TIA-222-G °°08/01/18 t5'NTS
<br /> FAX:(919)661-6350 Pam'.,,,,,,,,,..o......,.,..............,„„*..,,,....,„,,,....,,„,,Day w.E-1
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