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2210 3%4 N Grand Ave WCC02 - Plan
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2210 3%4 N Grand Ave WCC02 - Plan
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Last modified
11/13/2025 3:47:26 AM
Creation date
6/1/2025 12:01:42 PM
Metadata
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Template:
Plan
Permit Number
101112685
Full Address
2210 3/4 N Grand Ave Unit# WCC02
Street Number
2210
Partial
3/4
Street Direction
N
Street Name
Grand
Street Suffix
Ave
Unit Number
WCC02
Document Relationships
101112685 - Permit
(Permit - Plan)
Path:
\Building\Permits\G\Grand Ave\2210 3/4 N Grand Ave Unit# WCC02
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Program Inputs <br />Infinigy Load Calculator V2.3.4 <br />2018 IBC <br />TIA-222-H <br />ASCE 7-16 <br />II 95 mph <br />C N/A mph <br />No Ice Wind <br />No Ice <br />175.58 ft *Rev H No Ice in <br />46.663 psf <br />27.998 psf <br />2.792 psf <br />3 <br />45.00 ft <br />59.00 ft 1.318 g <br />0.470 g <br />1.054 <br />0.075 <br />1.200 <br />N/A ft 2.400 <br />N/A ft 3.000 <br />N/A ft 2.000 <br />1.000 <br />0.527 <br />0.950 225.210 lb <br />0.994 *Rev H Only 118.731 lb <br />1.000 *Rev H Only 118.731 lb <br />1.000 47.492 lb * <br />1.032 *For reference only. Per TIA rev H section 16.7, Ev is not applicable to mounts <br />1.000 <br />0.900 <br />1.070 (Mount Elev) <br />FACTORS <br />Rooftop Speed-Up (Ks): <br />SEISMIC DATA <br />Seismic Response Co. (Cs): <br />1-Second Design (SD1): <br />Short-Period Design (SDS): <br />1-Second Accel. (S1): <br />Short-Period Accel. (Ss): <br />Amplification Factor (As): <br />Tower Height AGL: <br />Centerline AGL: <br />Topo Feature: <br />TOPOGRAPHIC DATA <br />Round Pressure: <br />TIA Standard: <br />Base Ice Thickness (ti): <br />Design Wind (V): <br />Crest Height: <br />Ice Wind Pressure: <br />Radial Ice Thickness (tiz): <br />Flat Pressure: <br />Risk Category: Ultimate Wind (Vult): <br />SITE INFORMATION <br />N/A <br />MOUNT INFORMATION <br />Num Sectors: <br />Mount Type:T-Arm <br />Gust Effect Factor (Gh): <br />Velocity Pressure Co.(Kz): <br />Shielding Factor (Ka): <br />Topographic Factor (Kzt): <br />Ground Ele. Factor (Ke): <br />Directionality Fact. (Kd): <br />Height Esc. Fact. (Kiz): <br />Vert. Seismic Load (Ev): <br />Hor. Seismic Load (Eh): <br />Total App. Weight: <br />Total Shear Force (Vs): <br />Exposure Category: <br />Response Mod. Coeff. (R): <br />Seismic Importance (Ie): <br />Short-Period Coeff. (Fa): <br />Topo Factor Procedure: Method 1, Category 1 Ice Wind (Vice): <br />Crest Distance: <br />Slope Distance:1-Second Coeff. (Fv): <br />Ground Elevation: <br />Building Code: <br />ASCE Standard: <br />CODE STANDARDS <br />WIND AND ICE DATA <br />Site Class: D - Stiff Soil (Assumed) <br />PROJECT INFORMATION <br />Engineer: <br />Carrier: <br />Site Name: <br />Alex Mercado <br />DISH Network <br />LA3642 SCE LaVeta Sub CS <br />7/15/2022825183_LA3642 SCE LaVeta Sub CS <br />2210 3-4 N Grand <br />WCC02 - <br />10111268508/01/23
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