My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Resolution No. 4814
COE
>
City of Eugene
>
Resolutions
>
2004 No. 4782-4819
>
Resolution No. 4814
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/10/2010 4:49:33 PM
Creation date
11/19/2004 10:26:13 AM
Metadata
Fields
Template:
City Recorder
CMO_Document_Type
Resolutions
Document_Date
11/8/2004
Document_Number
4814
CMO_Effective_Date
11/8/2004
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
257
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).
View images
View plain text
Eugene City Hall R32.19.04 Rev. B. September 9, 2003 <br /> <br />2.3 Non Structural Systems <br /> <br />Each of the four office wings at the main level includes a HVAC mechanical room. Each <br />room includes similar quantities and types of equipment. Figure 2-15 shows the vibration <br />isolation spring mounts used for the HVAC fans in the southeast wing. This style of <br />vibration isolation mount is highly susceptible to toppling under moderate levels of <br />lateral ground motion. These units should be replaced with suitable seismically-designed <br />isolation mounts; or at a minimum suitable heavy angle snubbers can be added (bolted to <br />floor, free from the equipment) to prevent excessive lateral movements (1/8" to 1/4" or <br />so) of the equipment. <br /> <br /> Figure 2-15. Vibration Isolation Mounts <br /> <br /> The HVAC fan equipment in the other HVAC rooms were mounted using rubber pad- <br /> type isolation mounts (Figure 2-16). These types of mounts are less vulnerable to seismic <br /> loads than those in Figure 2-15; however, the addition of low-cost snubber restraint <br /> angles is prudent, unless it can be shown that the light bolts can withstand the lateral <br /> loads from Z=0.3g, including bending and shear, while remaining nearly elastic. <br /> <br /> G&E Engineering Systems Inc. Page 13 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.