My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3600 W McFadden Ave - Plan
PBA
>
Building
>
ProjectDox
>
M
>
McFadden Ave
>
3600 W McFadden Ave
>
3600 W McFadden Ave - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/31/2025 3:00:07 PM
Creation date
6/6/2025 7:22:24 AM
Metadata
Fields
Template:
Plan
Permit Number
101118384
101120769
Full Address
3600 W McFadden Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
Calculation:Hanging Ceiling_Trellis {3-4} <br />EMT Conduit Compression Post: <br />Try:3/4" EMT Conduit <br />O.D.:0.922 in <br />Wall Thickness:0.049 in <br />Unbraced Length: 10.0 ft <br />CFS 14 Output: <br />Pallow 126.5 lbs <br />Pmax 73.67 lbs <br />Unity 0.58 OK <br />Screw & Light Gauge Steel Connection:Screws connection at EMT <br />Shear Load :74 lb 426 lbs <br />Tension Load :0 lb 195 lbs <br />Effective Shear Fasteners #:( 4 )Effective Tension Fasteners #:( 1 ) <br />Shear Load : 18.42 lb per fastener Tension Load : 0 lb per fastener <br />VALLOW: 426 lbs 0.043 OK TALLOW: 195 lbs 0 OK <br />Unity Check: 0.043 + 0 = 0.043 OK <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949 <br />Project: Walmart Vision Center Santa Ana <br />Address: 3600W McFadden Ave Santa Ana ,CA 92704 <br />Client: mcg architecture <br />Pg. No: A - 4 <br />Date: 5/14/24 <br />Job No.: 24173 <br />Allowable Screw Capacities to CFS: <br />Shear of #8 Screw in 97 mils (33ksi) = <br />Tension of #8 Screw in 97 mils (33ksi) = <br />3600 W McFadden Ave - <br />1011183846/20/2024
The URL can be used to link to this page
Your browser does not support the video tag.