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Program Inputs <br />Infinigy Load Calculator V2.3.4 <br />2021 IBC <br />ASCE 7-16 <br />II 95 mph <br />C No Ice Wind <br />1 No Ice <br />18.38 psf <br />35.2 ft *7-16 1.83 psf <br />34.924 psf <br />34.924 psf <br />3.483 psf <br />1 <br />24.0 ft <br />27.0 ft 1.287 g <br />0.461 g <br />1.030 <br />0.473 <br />N/A ft 1.200 <br />N/A ft 1.539 <br />N/A ft 3.000 <br />2.000 <br />0.850 <br />0.999 *7-16 Only <br />1.000 <br />1.900 <br />Engineer: <br />ASCE Standard: <br />Topo Category: <br />Ice Wind (Vice): <br />Chris Lee, PE <br />AT&T Mobility <br />Base Ice Thickness (ti): <br />SITE INFORMATION WIND AND ICE DATA <br />Risk Category: <br />Exposure Category: <br />Basic Wind (V): <br />PROJECT INFORMATION CODE STANDARDS <br />Client:Building Code: <br />Carrier: <br />Smartlink <br />Short-Period Accel. (Ss): <br />1-Second Accel. (S1): <br />Ground Elevation: <br />Ice Wind Pressure: <br />Velocity Pressure1 (qz):D - Stiff Soil (Assumed)Site Class: <br />Ice Velocity Pressure (qzi): <br />Mount Type:Rooftop <br />Num Sectors: <br />SEISMIC DATA <br />Ground Ele. Factor (Ke): <br />Topo Feature:N/A <br />Crest Distance: <br />FACTORS <br />Directionality Factor (Kd): <br />Slope Distance: <br />MOUNT INFORMATION <br />Centerline AGL: <br />Roof Height AGL: <br />Short-Period Design (SDS): <br />1-Second Design (SD1): <br />Flat Pressure: <br />Round Pressure: <br />TOPOGRAPHIC DATA <br />Height Esc. Factor (Kzt): <br />Response Mod. Coeff. (R): <br />Short-Period Coeff. (Fa):Crest Height: <br />1-Second Coeff. (Fv): <br />Amplification Factor (AS): <br />Gust Effect Factor (GCr): <br />12/4/2024_ <br />3925 3%4 S Bristol St <br />Unit# WCC015/8/2025