9610 19TH AVE SE DISH WIRELESS 2026-01-06

Structure: WA20096-A Code: EIA/TIA-222-H 7/21/2021 Site Name: Everett, WA Exposure: C Height: 148.00 (ft) Crest Height: 0.00 [SBA IM] Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 30 Load Case: 1.OD + 1.OW 60 mph Wind Y Iterations 24 Dead Load Factor 1.00 a Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 6.659 7.32 241.07 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 6.659 7.32 235.22 0.730 0.000 5.00 21.525 15.71 115.1 0.0 1022.6 10.00 1.00 0.85 6.659 7.32 229.37 0.730 0.000 5.00 20.996 15.33 112.3 0.0 997.3 15.00 1.00 0.85 6.659 7.32 223.52 0.730 0.000 5.00 20.467 14.94 109.4 0.0 972.0 20.00 1.00 0.90 7.065 7.77 224.21 0.730 0.000 5.00 19.939 14.56 113.1 0.0 946.7 25.00 1.00 0.95 7.405 8.15 223.37 0.730 0.000 5.00 19.410 14.17 115.4 0.0 921.4 30.00 1.00 0.98 7.695 8.46 221.41 0.730 0.000 5.00 18.881 13.78 116.7 0.0 896.1 35.00 1.00 1.01 7.948 8.74 218.64 0.730 0.000 5.00 18.352 13.40 117.1 0.0 870.8 40.00 1.00 1.04 8.175 8.99 215.25 0.730 0.000 5.00 17.824 13.01 117.0 0.0 845.5 42.16 Bot-Section 2 1.00 1.06 8.266 9.09 213.63 0.730 0.000 2.16 7.548 5.51 50.1 0.0 358.0 45.00 1.00 1.07 8.380 9.22 211.37 0.730 0.000 2.84 9.897 7.22 66.6 0.0 854.0 47.83 Top-Section 1 1.00 1.08 8.489 9.34 209.00 0.730 0.000 2.83 9.704 7.08 66.1 0.0 837.1 50.00 1.00 1.09 8.568 9.43 210.41 0.730 0.000 2.17 7.326 5.35 50.4 0.0 289.9 55.00 1.00 1.12 8.742 9.62 205.83 0.730 0.000 5.00 16.502 12.05 115.8 0.0 652.9 60.00 1.00 1.14 8.903 9.79 200.96 0.730 0.000 5.00 15.973 11.66 114.2 0.0 631.8 65.00 1.00 1.16 9.055 9.96 195.84 0.730 0.000 5.00 15.444 11.27 112.3 0.0 610.7 70.00 1.00 1.17 9.197 10.12 190.50 0.730 0.000 5.00 14.915 10.89 110.2 0.0 589.6 75.00 1.00 1.19 9.332 10.26 184.96 0.730 0.000 5.00 14.387 10.50 107.8 0.0 568.5 80.00 1.00 1.21 9.459 10.41 179.25 0.730 0.000 5.00 13.858 10.12 105.3 0.0 547.4 85.00 1.00 1.22 9.581 10.54 173.38 0.730 0.000 5.00 13.329 9.73 102.5 0.0 526.4 85.83 Bot-Section 3 1.00 1.23 9.600 10.56 172.39 0.730 0.000 0.83 2.161 1.58 16.7 0.0 85.3 90.00 1.00 1.24 9.697 10.67 167.37 0.730 0.000 4.17 10.815 7.90 84.2 0.0 762.2 90.16 Top-Section 2 1.00 1.24 9.701 10.67 167.17 0.730 0.000 0.16 0.416 0.30 3.2 0.0 29.3 95.00 1.00 1.25 9.808 10.79 164.06 0.730 0.000 4.84 12.067 8.81 95.0 0.0 381.8 100.00 1.00 1.27 9.914 10.91 157.81 0.730 0.000 5.00 11.954 8.73 95.2 0.0 378.1 105.00 1.00 1.28 10.017 11.02 151.45 0.730 0.000 5.00 11.425 8.34 91.9 0.0 361.2 108.00 Appurtenance(s) 1.00 1.29 10.076 11.08 147.58 0.730 0.000 3.00 6.601 4.82 53.4 0.0 208.6 110.00 1.00 1.29 10.115 11.13 144.98 0.730 0.000 2.00 4.295 3.14 34.9 0.0 135.7 115.00 1.00 1.30 10.210 11.23 138.42 0.730 0.000 5.00 10.368 7.57 85.0 0.0 327.4 120.00 1.00 1.32 10.302 11.33 131.76 0.730 0.000 5.00 9.839 7.18 81.4 0.0 310.6 123.37 Bot-Section 4 1.00 1.32 10.363 11.40 127.23 0.730 0.000 3.37 6.333 4.62 52.7 0.0 199.8 125.00 1.00 1.33 10.391 11.43 125.02 0.730 0.000 1.63 3.029 2.21 25.3 0.0 165.8 126.62 Top-Section 3 1.00 1.33 10.419 11.46 122.82 0.730 0.000 1.62 2.955 2.16 24.7 0.0 161.6 130.00 1.00 1.34 10.477 11.53 120.40 0.730 0.000 3.38 5.986 4.37 50.4 0.0 142.0 135.00 1.00 1.35 10.561 11.62 113.52 0.730 0.000 5.00 8.411 6.14 71.3 0.0 199.4 140.00 Appurtenance(s) 1.00 1.36 10.642 11.71 106.56 0.730 0.000 5.00 7.883 5.75 67.4 0.0 186.7 145.00 1.00 1.37 10.721 11.79 99.53 0.730 0.000 5.00 7.354 5.37 63.3 0.0 174.1 148.00 Appurtenance(s) 1.00 1.37 10.767 11.84 95.28 0.730 0.000 3.00 4.159 3.04 36.0 0.0 98.4 Totals: 148.00 2,949.4 18,246.6 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved.