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CLL03413 (10086996) <br />TEP No. <br />Analysis By:AJ 10/21/2025 <br />Checked By:SMS 10/21/2025 <br />Code Revisions:IBC 2021 <br />Tower Type:68.0 <br />Ult. Wind Velocity:95 mph Kzt:1.000 Section 2.6.6 <br />Live Load Velocity:30 mph Kd:0.950 <br />Ice Wind Velocity:30 mph Kz-Mount:1.103 Section 2.6.5.2 <br />Base Ice Thickness:0.00 inches Kz-Antenna:1.109 Section 2.6.5.2 <br />Mount Centerline:52.0 ft Kiz:1.048 Section 2.6.10 <br />Antenna Centerline:53.5 ft Ice Thickness:0.000 inches - Section 2.6.10 <br />Exposure Category:C Kes-wind:1.00 Annex S (Table S-1) <br />Topo Category:1 Kes-ice:1.00 Annex S (Table S-1) <br />Risk Category:II Ks:1.000 Section 2.6.7 <br />Ground Elevation:46 ft Ke:0.998 Table 2-6 <br />. <br />(qzGh)Mount:24.17 (qzGh)Mount:2.41 <br />(qzGh)Antenna:24.31 (qzGh)Antenna:2.42 <br />Seismic Code Revisions: <br />Seismic Risk Category: <br />SDS:1.023 Design Short Period Spectral Accel. <br />Ip:1.0 Importance Factor <br />Rp:2.0 Response Modification Factor <br />:1.0 <br />As:1.0 Applification Factor - TIA-222-H Section 2.7.8.1 <br />S1:0.458 Spectral Acceleration at a Period of 1 Second <br />Cs:0.512 kips/kip TIA-H Sec 2.7.7.1.1 <br />Cs-min:0.045 kips/kip TIA-H Sec 2.7.7.1.1 <br />TIA-222-H <br />272252.1169408 <br />Wind Calculations: <br />TIA-222-H <br />Monopole <br />Wind Inputs: <br />Without Ice - (psf) With Ice - (psf) <br />II <br />Seismic Input <br />Seismic Design Force <br />Universal Force Generator | Version 1.15.3 | Contact: RisaUFG@tepgroup.net