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ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 <br />©2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 <br />ANALYSIS PARAMETERS <br />Location:Orange County,CA Height:60 ft <br />Type and Shape:Stepped, Round Base Diameter:30.00 in <br />Manufacturer:Undetermined Top Diameter:30.00 in <br />Kd (non-service):0.95 Taper: 0.0000 in/ft <br />Ke: 1.00 Rotation: 0.000o <br /> <br />ICE & WIND PARAMETERS <br />Risk Category:II Design Wind Speed:95 mph <br />Exposure Category:B Design Wind Speed w/ Ice:30 mph <br />Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in <br />Topographic Category: 1 Service Wind Speed:60 mph <br />Crest Height: 0 ft HMSL: 71.00 ft <br />SEISMIC PARAMETERS <br />Analysis Method:Equivalent Lateral Force Method <br />Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.67 <br />TL (sec):8 P:1 Cs:0.553 <br />Ss:1.270 S1:0.455 Cs Max:0.553 <br />Fa:1.200 Fv:1.845 Cs Min:0.045 <br />Sds:1.016 Sd1:0.560 <br />LOAD CASES <br />1.2D + 1.0W 95 mph Wind with No Ice <br />0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) <br />1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" 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 60 mph Wind with No Ice <br />2210 3%4 S Ritchey St # <br />WCC018/5/2024