OK I'll play the other side.  Any evidence that these otherwise should have
been 13 buildings have had any losses greater than what would have happened
in a 13?  This 13R where 13 is called for has been going on for at least 20
years.  We should have data by now.  

And FF's are to a large extent responsible for their own safety.  Their
actions largely define their risk not the building. And a majority of FF
deaths occur in non-fire attack mode.  <20% die engaged in a fire fight. 

As a retired fire service member I am gravely concerned for the safety of
firefighters too but I certainly don't link 13 vs 13R to this conversation.


Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390
-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of John Drucker
Sent: Friday, March 13, 2009 4:04 PM
To: [email protected]
Subject: RE: Mixed-Use Code Question

This is almost getting scary Huggins and Layton on the same page as an AHJ !
Yikes

Seriously I'm afraid that we have under protected buildings lurking, worse
some of them may have been built with construction type and separation
allowances under the assumption that compliant sprinkler systems were being
provided.

As a fire service member I am gravely concerned for the safety of
firefighters.

Sincerely

John Drucker
Active Firefighter
Fire Protection Subcode Official (AHJ)
Building/Fire/Electrical Inspector

Safe Buildings Save Lives !


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Roland
Huggins
Sent: Friday, March 13, 2009 4:52 PM
To: [email protected]
Subject: Re: Mixed-Use Code Question

those have been lenient AHJ/BCO's.  Other than the previously  
discussed EXCEPTION (parking floor to other occupancies), the only way  
a single structure can be two or more buildings is separation by fire  
WALLS.  Walls in a horizontally orientation is called a collapsed  
building.

AS for dancing in the separated occupancy area, some will attempt to  
say that 508.3.3.1 allows each to be designed with total disregard for  
the other occupancy.  What it actual says is simply that each portion  
will be separately identified by its own occupancy.  IN order to apply  
a combination of 13 and 13R, you have to ignore that 903.3.1.2 that  
allows the use of 13R states Where allowed in BUILDINGS of Group R...  
shall be provided throughout.   IT doesn't say portions of buildings   
Now back in the confused past, I think 2003 but maybe older, the IBC  
did say portions of buildings within this section.  Because the older  
IBC was confusing, the 13R TC addressed this issue in the scope (and  
annex).  So in order to embrace the Separated approach, one also has  
to ignore the Scope of 13R.

Bottom line, without a local amendment allowing mixing systems, it is  
not allowed.  The ENTIRE building must satisfy the allowance to use 13R.

To put it another way, 20 yrs from now when I'm retired and looking  
for something to occupy my feeble mind, the first court questions for  
those that have embraced mixing of systems will be something like:   
Now aren't portions of buildings protected per NFPA 13 expected to  
provide property protection which encompasses continuity of business.  
So you agree I see.  Now doesn't a 13R system primarily focus on life  
safety with a much lower level of property protection whereas if you  
burn the roof off but the people get out, it's a success (thus  
allowing the attic to be unprotected).  So you agree again.  Now Mr  
Consultant (because this IS an engineering decision) how is it that  
just because the second floor was residential, you didn't protect the  
attic and you put poor old commercial guy on the first floor out of  
business. Doesn't that conflict with the scope of 13?  So you agree it  
does (well actually I'm sure the defendant would swallow their tongue  
before acknowledging that).

In looking at the big picture, it's an easy evaluation.  Focus just on  
one code section though, and ambiguity rears its ugly head.

Roland




On Mar 13, 2009, at 12:51 PM, Ron Greenman wrote:

> Although I disagree with interpretation for horizontal fire barriers
> that Jamie refers to that has been typical in many jurisdictions out
> on the best coast. As others have mentioned typically the entire lower
> floor is commercial with 13/horizontal fire barrier/13R above.

_______________________________________________
Sprinklerforum mailing list
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum
For Technical Assistance, send an email to: [email protected]

To Unsubscribe, send an email to:[email protected]
(Put the word unsubscribe in the subject field)


_______________________________________________
Sprinklerforum mailing list
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum
For Technical Assistance, send an email to: [email protected]

To Unsubscribe, send an email to:[email protected]
(Put the word unsubscribe in the subject field)

_______________________________________________
Sprinklerforum mailing list
http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum
For Technical Assistance, send an email to: [email protected]

To Unsubscribe, send an email to:[email protected]
(Put the word unsubscribe in the subject field)

Reply via email to