My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1344 3%4 S Main St WCC01 - 101113644 - Plan
PBA
>
Building
>
ProjectDox
>
M
>
Main St
>
1344 3/4 S Main St Unit# WCC01
>
1344 3%4 S Main St WCC01 - 101113644 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2025 9:23:07 AM
Creation date
6/1/2025 11:58:08 AM
Metadata
Fields
Template:
Plan
Permit Number
101113644
Full Address
1344 3/4 S Main St Unit# WCC01
Document Relationships
101113644 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\Main St\1344 3/4 S Main St Unit# WCC01
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
72
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
Ks= 1.00 - TIA-222-H Section 2.6.7 <br />Kz= 1.06 - TIA-222-H Section 2.6.5.2 <br />Kd= 0.95 - TIA-222-H Section 16.6 SA <br />Gh= 1.00 - TIA-222-H Section 16.6 SA <br />Ka= 0.90 - TIA-222-H Section 16.6 <br />Ke= 1.00 - TIA-222-H Section 2.6.8 <br />Kzt_base= 1.00 - TIA-222-H Section 2.6.6.2.2 <br />Kzt= 1.00 - TIA-222-H Section 2.6.6.2.2 <br />Iw= -- - -- <br />q z= 23.3 psf TIA-222-H Section 2.6.11.6 <br />psf TIA-222-H Section 2.6.11.2 <br />psf TIA-222-H Section 2.6.11.2 <br />Kiz= 1.03 - TIA-222-H Section 2.6.10 <br />Iwi= -- - -- <br />q zi= 0.0 psf TIA-222-H Section 2.6.9.6 <br />psf TIA-222-H Section 2.6.11.2 <br />Ii= 1.00 - TIA-222-H Table 2-3 <br />tiz= 0.00 in TIA-222-H Section 2.6.10 <br />SDS= 1.027 g TIA-222-H Section 2.7.5 <br />SD1 = 0.367 g TIA-222-H Section 2.7.5 <br />Fa= 1.20 - TIA-222-H Table 2-11 <br />Fv= 1.20 - TIA-222-H Table 2-12 <br />Cs= 0.51 - TIA-222-H Section 2.7.7.1.1 <br />AS= 3.00 - TIA-222-H Section 2.7.8.1 / Section 16.7 <br />Ie= 1.00 - TIA-222-H Table 2-3 <br />1 <br />2-17 TIA-222-H, Section 2.3.2 <br />18-33 TIA-222-H, Section 2.3.2 <br />34-49 TIA-222-H, Section 2.3.2 <br />50-65 <br />66-81 <br />82-83 <br />84+ <br />*Analysis considers loads in 30 degree increments, from 0 to 330 degrees <br />Ice Wind Pressure: <br />Seismic Parameters <br />Importance Factor: <br />Amplification Factor: <br /> Seismic Response Coefficient: <br />1 Second Coeff.: <br />Short Period Coeff.: <br />1 Second Des.: <br />Short Period Des.: <br />Ice Parameters <br />Mount Ice Thickness: <br />Ice Velocity Pressure: <br />Ice Importance Factor: <br />Gust Effect Factor: <br />LOAD COMBINATIONS <br />1.4DL <br />25.2 <br />25.2 <br />41.9 <br />(0.9-0.2Sds)DL + 1.0E <br />(1.2+0.2Sds)DL + 1.0E <br />1.2DL + 1DLi + 1WLi <br />0.9DL + 1WL <br />1.2DL + 1WL <br />SITE PARAMETER CALCULATIONS <br />Ice Wind Importance Factor: <br />Wind Parameters <br />Mount Topographic Factor: <br />Base Topographic Factor: <br />Round Member Pressure: <br />Wind Directionality Factor: <br />Velocity Pressure Coefficient: <br />Rooftop WindSpeed Up Factor: <br />1.2DL + 1.5Lm + 1.0Wm <br />1.2DL + 1.5 Lv <br />Ice Height Escalation Factor: <br />Flat Member Pressure: <br />Wind Importance Factor <br />Ground Elevation Factor: <br />Velocity Pressure: <br />Shielding Factor: <br />2 <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23
The URL can be used to link to this page
Your browser does not support the video tag.