A purlin is not a girder.

Bill Minkel 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Ray Vance
Sent: Thursday, October 18, 2007 2:50 PM
To: [email protected]
Subject: RE: purlins

To All:

The proper definition, in my humble opinion is still beam and girder
construction, therefore obstructed contruction.

Girder, by definition, is "a strong horizontal beam used as a main support
inside a building" ie, the support beam system (girder) on which the purlins
sit.
There are no length nor volume limitations imposed by NFPA on this type of
construction, nor does it classify any type of "panel" configuration be
maintained.
The determining factor is that the SPACING between the purlins "framed into
or on" the girder must be between 3 ft to 7 1/2 ft on center.

If the beam/purlin spacing exceeds 7 1/2 ft on center, then you can still
classify it as PANEL construction, provided the 300 sq.ft. "panel"
limitation is met.

With typical purlin depths of 8" to 10", the following scenarios tend to
play out:

(1) If you classify it as unobstructed, your deflector distance will be 1"
to 12" below the deck or insulation (with standard spray sprinklers).
(2) If the purlins are 12" in depth, you can still install the sprinklers
with the deflectors even with the bottom of the purlin and meet the
deflector and obstruction rules.
(3) If you classify it as obstructed, your deflector will be 1" to 6"
below the purlins not to exceed 22" below the deck or insulation.
(4) Or you can install the sprinklers with the deflector even with the
bottom of the purlins and meet the deflector and obstruction rules.
(5) If ESFR sprinklers are considered, then your main concern is if the
purlins are more than 12" deep, you must install ESFR's in every bay formed
by the purlins.

As to the "open space" formed by the purlins sitting on the girder, the
volume of opening created at each end of the span will not typically create
a large enough concern to warrant a change in the construction definiton, in
my opinion.

I would think that NFPA would have given direction on this if it was of a
major concern.

Thanks,

Ray Vance
Chief Engineering Tech.
Wayne Automatic Fire Sprinklers, Inc.
www.waynefire.com






-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Greg McGahan
Sent: Thursday, October 18, 2007 3:07 PM
To: [email protected]
Subject: RE: purlins

Based on what? It clearly does not fall into panel construction due to the
space above the beam. They are not girders.

I am not fighting for or against, I just would like a conclusive answer.

Is there not a manufacturer or committee member there that could enlighten
us? I would think that the tests run on these storage heads and such would
have forced a definition for the manufacturers.

Greg

Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Todd Williams
- FPDC
Sent: Thursday, October 18, 2007 1:59 PM
To: [email protected]
Subject: RE: purlins

Up here, it usually goes beams, purlins above (on) the beams, steel deck on
the purlins. The insulation goes in between the purlins. Is the insulation
going on the metal deck roof?If the insulation comes to the bottom of the
purlin, it will create a fairly flat ceiling and I would consider it
unobstructed. If there is no insulation, I would think it would be
considered obstructed.


At 02:51 PM 10/18/2007, you wrote:
>No, above them.  A typical warehouse.
>
>Living Water Fire Protection, LLC
>1160 McKenzie Road
>Cantonment, FL 32533
>850-937-1850
>Fax: 850-937-1852
>
>
>-----Original Message-----
>From: [EMAIL PROTECTED]
>[mailto:[EMAIL PROTECTED] On Behalf Of Todd
Williams
>- FPDC
>Sent: Thursday, October 18, 2007 1:50 PM
>To: [email protected]
>Subject: Re: purlins
>
>Is there insulation between the purlins?
>
>
>At 02:45 PM 10/18/2007, you wrote:
> >Poll:
> >
> >Are typical 8" and 10" purlins spaced 4-5' apart with open space 
> >above the beams where the purlins rest considered OBstructed or 
> >Unobstructed construction?
> >
> >
> >
> >Living Water Fire Protection, LLC
> >
> >1160 McKenzie Road
> >
> >Cantonment, FL 32533
> >
> >850-937-1850
> >
> >Fax: 850-937-1852
> >
> >
> >
> >_______________________________________________
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> >
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>
>Todd G. Williams, PE
>Fire Protection Design/Consulting
>Stonington, Connecticut
>www.fpdc.com
>860.535.2080
>_______________________________________________
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080
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