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

M I � Structure: WA20096-A Code: EIA/TIA-222-1-1 7/21/2021 Site Name: Everett, WA Exposure: C Height: 148.00 (ft) Crest Height: 0.00 S BA Base Elev: 0.000 (ft) Site Class: D-Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 8 Load Case: 1.2D + 1.OW 98 mph Wind Iterations 25 Dead Load Factor 1.20 Wind Load Factor 1.00 1 a 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 19.853 21.84 393.74 0.730 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 19.853 21.84 384.19 0.730 0.000 5.00 21.525 15.71 343.2 0.0 1227.2 10.00 1.00 0.85 19.853 21.84 374.63 0.730 0.000 5.00 20.996 15.33 334.7 0.0 1196.8 15.00 1.00 0.85 19.853 21.84 365.08 0.730 0.000 5.00 20.467 14.94 326.3 0.0 1166.4 20.00 1.00 0.90 21.065 23.17 366.21 0.730 0.000 5.00 19.939 14.56 337.3 0.0 1136.0 25.00 1.00 0.95 22.078 24.29 364.84 0.730 0.000 5.00 19.410 14.17 344.1 0.0 1105.7 30.00 1.00 0.98 22.942 25.24 361.64 0.730 0.000 5.00 18.881 13.78 347.8 0.0 1075.3 35.00 1.00 1.01 23.699 26.07 357.11 0.730 0.000 5.00 18.352 13.40 349.3 0.0 1044.9 40.00 1.00 1.04 24.375 26.81 351.58 0.730 0.000 5.00 17.824 13.01 348.9 0.0 1014.6 42.16 Bot-Section 2 1.00 1.06 24.647 27.11 348.93 0.730 0.000 2.16 7.548 5.51 149.4 0.0 429.6 45.00 1.00 1.07 24.987 27.49 345.25 0.730 0.000 2.84 9.897 7.22 198.6 0.0 1024.7 47.83 Top-Section 1 1.00 1.08 25.310 27.84 341.36 0.730 0.000 2.83 9.704 7.08 197.2 0.0 1004.5 50.00 1.00 1.09 25.547 28.10 343.68 0.730 0.000 2.17 7.326 5.35 150.3 0.0 347.9 55.00 1.00 1.12 26.065 28.67 336.19 0.730 0.000 5.00 16.502 12.05 345.4 0.0 783.5 60.00 1.00 1.14 26.547 29.20 328.24 0.730 0.000 5.00 15.973 11.66 340.5 0.0 758.2 65.00 1.00 1.16 26.998 29.70 319.87 0.730 0.000 5.00 15.444 11.27 334.8 0.0 732.9 70.00 1.00 1.17 27.423 30.16 311.15 0.730 0.000 5.00 14.915 10.89 328.4 0.0 707.5 75.00 1.00 1.19 27.824 30.61 302.11 0.730 0.000 5.00 14.387 10.50 321.4 0.0 682.2 80.00 1.00 1.21 28.204 31.02 292.78 0.730 0.000 5.00 13.858 10.12 313.9 0.0 656.9 85.00 1.00 1.22 28.567 31.42 283.19 0.730 0.000 5.00 13.329 9.73 305.8 0.0 631.6 85.83 Bot-Section 3 1.00 1.23 28.625 31.49 281.57 0.730 0.000 0.83 2.161 1.58 49.7 0.0 102.4 90.00 1.00 1.24 28.912 31.80 273.37 0.730 0.000 4.17 10.815 7.90 251.1 0.0 914.6 90.16 Top-Section 2 1.00 1.24 28.924 31.82 273.04 0.730 0.000 0.16 0.416 0.30 9.7 0.0 35.2 95.00 1.00 1.25 29.243 32.17 267.97 0.730 0.000 4.84 12.067 8.81 283.4 0.0 458.1 100.00 1.00 1.27 29.561 32.52 257.76 0.730 0.000 5.00 11.954 8.73 283.8 0.0 453.7 105.00 1.00 1.28 29.866 32.85 247.37 0.730 0.000 5.00 11.425 8.34 274.0 0.0 433.4 108.00 Appurtenance(s) 1.00 1.29 30.044 33.05 241.05 0.730 0.000 3.00 6.601 4.82 159.3 0.0 250.3 110.00 1.00 1.29 30.160 33.18 236.81 0.730 0.000 2.00 4.295 3.14 104.0 0.0 162.8 115.00 1.00 1.30 30.444 33.49 226.08 0.730 0.000 5.00 10.368 7.57 253.5 0.0 392.9 120.00 1.00 1.32 30.718 33.79 215.21 0.730 0.000 5.00 9.839 7.18 242.7 0.0 372.7 123.37 Bot-Section 4 1.00 1.32 30.897 33.99 207.81 0.730 0.000 3.37 6.333 4.62 157.1 0.0 239.8 125.00 1.00 1.33 30.983 34.08 204.20 0.730 0.000 1.63 3.029 2.21 75.4 0.0 198.9 126.62 Top-Section 3 1.00 1.33 31.067 34.17 200.61 0.730 0.000 1.62 2.955 2.16 73.7 0.0 194.0 130.00 1.00 1.34 31.240 34.36 196.66 0.730 0.000 3.38 5.986 4.37 150.2 0.0 170.4 135.00 1.00 1.35 31.489 34.64 185.41 0.730 0.000 5.00 8.411 6.14 212.7 0.0 239.3 140.00 Appurtenance(s) 1.00 1.36 31.731 34.90 174.04 0.730 0.000 5.00 7.883 5.75 200.9 0.0 224.1 145.00 1.00 1.37 31.966 35.16 162.56 0.730 0.000 5.00 7.354 5.37 188.8 0.0 208.9 148.00 Appurtenance(s) 1.00 1.37 32.104 35.31 155.62 0.730 0.000 3.00 4.159 3.04 107.2 0.0 118.1 Totals: 148.00 8,794.1 21,895.9 Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved.