Ron,

Are contractors that you have seen using flexheads, oversize ring plate or
some type of swing joint?  I have had a couple of fire marshal ask me about
this.  They said this is something that they would not inspect, but would be
inspected by the building inspector at the time of the T-Bar inspection.
They were wondering how the sprinkler contractors are going to deal with
this.    

Thanks,
Gregg Fontes
Cen-Cal Fire Systems, Inc.
(209)334-9119
-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Ron Greenman
Sent: Thursday, June 19, 2008 5:57 PM
To: [email protected]
Subject: Re: T-Bar Penetration Clearance

Still a Californian but no longer living in California I have no
notion of the CBC. But if you are talking about the giant hole in the
ceiling tile when end of drop restraint is not used then the answer is
yes, It is being enforced in Washington.

On Thu, Jun 19, 2008 at 8:34 AM, Gregg Fontes <[EMAIL PROTECTED]> wrote:
> All the discussion on the branch line restraint has reminded me to ask the
> question regarding T-Bar penetration per the 2007 CBC.  Chapter 13 address
> Seismic Design for Categories D through F which is basically all of
> California.  Has anyone come across this or have seen it enforced?
>
> Thanks,
> Gregg Fontes
> Cen-Cal Fire Systems, Inc.
> (209)334-9119
>
>
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-- 
Ron Greenman
at home....
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