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,Site Number: 83177 Code:ANSI/TIA-222-H ©2007-2021byATC/PLLC. All rights reserved. <br /> Site Name: PORT GARDNER,WA Engineering Number:13661993_C3_01 4/8/2021 2:55:30 PM <br /> Customer: VERIZON WIRELESS <br /> Analysis Parameters <br /> Location: Snohomish County,WA Height(ft): 115.5 <br /> Code: ANSI/TIA-222-H Base Diameter(in): 50.00 <br /> Shape: 18 Sides Top Diameter(in): 21.00 <br /> Pole Type: Taper Taper(in/ft): 0.259 <br /> Pole Manfacturer: FWT Rotation(deg): 0.00 <br /> Kd(non-service): 0.95 Ke: 0.99 <br /> Ice &Wind Parameters <br /> Exposure Category: C Design Wind Speed Without Ice: 98 mph <br /> Risk Category: II Design Wind Speed With Ice: 30 mph <br /> Topographic Factor Procedure: Method 2 Operational Wind Speed: 60 mph <br /> Feature: Escarpment Design Ice Thickness: 1.00 in <br /> Crest Height(H): 325 ft HMSL: 271.00 ft <br /> Crest Length(L): 1928 ft <br /> Distance from Apex(x): 0 ft <br /> Upwind/Downwind Upwind <br /> Seismic Parameters <br /> Analysis Method: Equivalent Lateral Force Method <br /> Site Class: D-Stiff Soil <br /> Period Based on Rayleigh Method(sec): 1.34 <br /> TL (sec): 6 p: 1.3 C 5: 0.280 <br /> S 5: 1.299 S1:• 0.460 C 5 Max: 0.280 <br /> F a: 1.200 Fv: 1.840 C 5 Min: 0.046 <br /> Sds: 1.039 Sd1: 0.564 <br /> Load Cases <br /> 1.2D+1.0W 98 mph with No Ice <br /> 0.9D+1.0W 98 mph with No Ice(Reduced DL) <br /> 1.2D+1.0Di+1.0Wi 30 mph with 1.00 in Radial Ice <br /> 1.2D+1.0Ev+1.0Eh Seismic <br /> 0.9D-1.0Ev+1.0Eh Seismic(Reduced DL) <br /> 1.0D+1.0W Serviceability 60 mph <br /> Page: 1 <br />