Maybe I'm missing something. Why not call panel construction beam and
girder if the beams are less than 7.5 ft apart?  The only difference
between the two definitions is that panel has to form pockets to collect
heat and beam and girder doesn't, plus beam and girder can still have
steel decking on top of the beams and there is no 300 sqft limit.

Ron Fletcher
Aero Automatic
Phoenix, AZ



--Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Roland
Huggins
Sent: Thursday, January 17, 2008 1:44 PM
To: [email protected]
Subject: Re: NFPA 13, 2002 A.3.7.1 (4)

The question that prompted the change was zackery this issue, ie the
channels in the metal pan of a poured concrete floor assembly.  Since
the allowance to treat the panel pocket as obstructed construction and
place the sprinklers further down from the ceiling is based on capturing
heat, having all those open channels seemed counter- productive. Thus
the clarification with the wording "including the interface at the
roof".  Granted the "roof" is on the outside but it's used synonymously
with ceiling as in 3.9.16 Roof Height.

Roland

On Jan 17, 2008, at 11:53 AM, Steve Leyton wrote:

> Per the above section, the definition panel construction was modified 
> to include the language, " ... There should be no unfilled 
> penetrations in the cross sectional area of the  bounding structural 
> members including the interface at the roof."
>
> Where structural steel decking is supported by steel beams and girders

> that otherwise meet the definition of panel construction, was it the 
> committee's intent that the openings created by the decking flutes 
> must be filled above the top chord of said beams and girders?  Or does

> naked steel decking still meet the intent of the definition of panel 
> construction?
>
>
> Steve Leyton
> PROTECTION DESIGN & CONSULTING
> 8849-B Complex Drive
> San Diego, CA 92123
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