My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2500 & 2500 3%4 S Fairview St Unit# WCC01 - Plan
PBA
>
Building
>
ProjectDox
>
F
>
Fairview St
>
2500 3/4 S Fairview St Unit# WCC01
>
2500 & 2500 3%4 S Fairview St Unit# WCC01 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/16/2026 5:00:14 AM
Creation date
5/16/2026 5:00:04 AM
Metadata
Fields
Template:
Plan
Permit Number
101127134
101127138
Full Address
2500 3/4 S Fairview St Unit# WCC01
2500 S Fairview St
Street Number
2500
Street Direction
S
Street Name
Fairview
Street Suffix
St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
82
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
CLL01580 (12844670) <br />TEP No. <br />Analysis By:SVW 11/8/2025 <br />Checked By:SMS 11/8/2025 <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 z-Mount:0.833 <br />Base Ice Thickness:0.00 inches z-Antenna:0.845 <br />Mount Centerline:55.0 ft Kiz:1.055 Section 2.6.10 <br />Antenna Centerline:57.8 ft Ice Thickness:0.000 inches - Section 2.6.10 <br />Exposure Category:B Kes-wind:0.95 Annex S (Table S-1) <br />Topo Procedure:Method 2 Kes-ice:0.85 Annex S (Table S-1) <br />Risk Category:II Ks:1.000 Section 2.6.7 <br />Ground Elevation:45 ft Ke:0.998 Table 2-6 <br />. <br />(qzGh)Mount:17.34 (qzGh)Mount:1.82 <br />(qzGh)Antenna:17.59 (qzGh)Antenna:1.85 <br />Seismic Code Revisions: <br />Seismic Risk Category: <br />SDS:1.044 Design Short Period Spectral Accel. <br />Ip:1.0 Importance Factor <br />Rp:2.0 Response Modification Factor <br />ρ:1.0 <br />As:1.0 Applification Factor - TIA-222-H Section 2.7.8.1 <br />S1:0.468 Spectral Acceleration at a Period of 1 Second <br />Cs:0.522 kips/kip TIA-H Sec 2.7.7.1.1 <br />Cs-min:0.046 kips/kip TIA-H Sec 2.7.7.1.1 <br />II <br />Seismic Input <br />Seismic Design Force <br />TIA-222-H <br />353924.1184084 <br />Wind Calculations: <br />TIA-222-H <br />Monoeucalyptus <br />Wind Inputs: <br />Without Ice - (psf)With Ice - (psf) <br />Universal Force Generator | Version 1.15.4 | Contact: RisaUFG@tepgroup.net
The URL can be used to link to this page
Your browser does not support the video tag.