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Job Code:Design Wind Speed:95 mph <br />Carrier Site ID:Wind Escalation Factor (Ks):1.00 -- <br />Carrier Site Name:Velocity Coefficient (Kz):1.12 -- <br />Directionality Factor (Kd):0.95 -- <br />Gust Effect Factor (Gh):1.00 -- <br />Building Code:Shielding Factor (Ka):0.90 -- <br />Local Building Code:Velocity Pressure (qz):24.43 psf <br />Design Standard:Ground Elevation Factor (Ke):0.99 -- <br />Mount Type:T-Arm --Design Ice Wind Speed:30 mph <br />Mount Elevation:56.0 ft.Design Ice Thickness (ti):0.00 in <br />Number of Sectors:3 --Importance Factor (Ii):1.00 -- <br />Structure Type:Monopole --Ice Velocity Pressure (qzi):0.00 psf <br />Structure Height:59.0 ft.Mount Ice Thickness (tiz):0.00 in <br />Structure Risk Category:II --Flat Member Pressure:43.98 psf <br />Exposure Category:C --Round Member Pressure:26.39 psf <br />Site Class:D - Default --Ice Wind Pressure:0.00 psf <br />Ground Elevation:175.3 ft. <br />Topographic Category:1.00 --Importance Factor (Ie):1.00 -- <br />Topographic Feature:N/A --Short Period Accel .(Ss):1.32 g <br />Crest Point Elevation:0.00 ft.1 Second Accel (S1):0.47 g <br />Base Point Elevation:0.00 ft.Short Period Des. (SDS):1.05 g <br />Crest to Mid-Height (L/2):0.00 ft.1 Second Des. (SD1):0.57 g <br />Distance from Crest (x):0.00 ft.Short Period Coeff. (Fa):1.20 -- <br />Base Topo Factor (Kzt):1.00 --1 Second Coeff. (Fv):1.83 -- <br />Mount Topo Factor (Kzt):1.00 --Response Coefficient (Cs):0.53 -- <br />Amplification Factor (AS):1.20 -- <br />STRUCTURE DETAILS <br />TIA LOAD CALCULATOR 2.2 <br />PROJECT DATA WIND PARAMETERS <br />BU 825183 <br />235828 <br />LA 3642 SCE LaVeta Sub CS <br />CODES AND STANDARDS <br />2021 IBC <br />2022 CBC <br />TIA-222-H <br />ICE PARAMETERS <br />ANALYSIS CRITERIA WIND STRUCTURE CALCULATIONS <br />TOPOGRAPHIC DATA SEISMIC PARAMETERS <br /> 1825 W. Walnut Hill Lane, Suite 120 <br />Irving, Texas 75038 1 <br />2210 3%4 N Grand Ave Unit# <br />WCC01 - 1011184045/30/2024