Not entirely as Matthew said.  It satisfies those applications where the 
standard prescribes that the hanger shall be of a type that resists upward 
movement only.  Restraint (as described in 13) is a lesser form of lateral 
bracing and is to be installed at the specified intervals and ends of lines.   
And within 2' of a hanger that resists upward movement if I recall correctly 
(don't have 13 with me - riding shotgun with my 15-year old daughter at the 
moment). 


Sent from my Verizon Wireless BlackBerry

-----Original Message-----
From: "Brian Harris" <[email protected]>
Sender: <[email protected]>
Date: Fri, 13 Aug 2010 06:47:29 
To: <[email protected]>
Reply-To: <[email protected]>Subject: Seismic Question

Is a Surge Restraint (tolco #25) considered and End-Of-Line restraint per 
9.3.6.3 (2007) ? 
  
Thanks! 
  
Brian Harris 
  
  
 
Design Engineer 
  
First Defense Fire Protection 
11957 Ramah Church Road 
Huntersville NC 28078 
 
 
 
[email protected] 
www.firstdefensefire.com <outbind://80/www.firstdefensefire.com> 
  
Ph: 704.948.3506 
Fax: 704.948.3507 
  
  
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