Thank you for that Travis and Jamie!

Sent from my iPhone
Aaron M. Peck, SET Fire Protection
Skype +1(202)407-9079
Cambodia +855(0)78700407

> On Oct 22, 2014, at 4:00 PM, Jamie Seidl <[email protected]> wrote:
> 
> From 2010 NFPA 13, though this has been required previously.
> 9.3.2.1 Listed flexible pipe couplings joining grooved end piping shall be
> provided as flexure joints to allow individual sections of piping 2-1/2" or
> larger to move deferentially with the individual sections of the building
> to which it is attached.
> 
> 9.3.2.2 Couplings shall be arranged to coincide with the structural
> separations within a building.
> 
> 9.3.2.3 (4),  Expansion joints require flexible couplings within 24" of the
> joint.
> 
> A.9.3.2.3(4) A building expansion joint is usually a bituminous fiber strip
> used to separate blocks or units of concrete to prevent cracking due to
> expansion as a result of temperature changes.  where building expansion
> joints are used the flexible couplings is required on one side of the joint
> by 9.3.2.3.(4).  For seismic separation joints, considerably more
> flexibility is needed, particularly for piping above the first floor.
> Figure A9.3.3(a) shows a method of providing additional flexibility through
> the use of swing joins.
> 
> So, under 2010 NFPA 13 9.3.2.3 (4),  Expansion joints require a flexible
> coupling within 24" of the joint.  I've had some AHJ's suggest that we
> needed to use a metraflex or similar flexible pipe, but once it was pointed
> out that it was an "expansion joint" and not a seismic separation, the
> point was conceded. This should be labeled clearly on the architectural
> plans...
> Jamie Seidl
> 
>> On Wed, Oct 22, 2014 at 1:24 AM, Aaron Peck <[email protected]> wrote:
>> 
>> I seem to remember there's no difference. Except on this project I have an
>> irregular expansion line and the USACoE plans only indicate expansion
>> joints on the mains, allowing branch lines to cross it without a problem.
>> 
>> This project doesn't require seismic bracing. So any thoughts if I should
>> bring it up about the branch lines crossing it? They are 2" in size to 1".
>> 
>> Sent from my iPhone
>> Aaron M. Peck, SET Fire Protection
>> Skype +1(202)407-9079
>> Cambodia +855(0)78700407
>> 
>>> On Oct 18, 2014, at 8:56 PM, Bob <[email protected]> wrote:
>>> 
>>> Jerry,
>>> Looking at the 2010 ed. 6.6.6 (yikes), crawl spaces are specifically
>> omitted
>>> from requiring sprinklers.  Also, a "test" is provided to determine if
>>> sprinklers are required or not, "other concealed spaces that are not
>> used or
>>> intended for living purposes or storage and do not contain fuel-fired
>>> equipment".
>>> Your situation meets the crawl space omission so there should be no
>> reason
>>> to sprinkle it.  I'm working instead of hunting, my weekend is shot!
>> Hope
>>> you have a good weekend.
>>> 
>>> Thank You,
>>> 
>>> Bob Knight, CET III
>>> 208-318-3057
>>> www.Firebyknight.com
>>> 
>>> 
>>> -----Original Message-----
>>> From: Sprinklerforum [mailto:
>> [email protected]]
>>> On Behalf Of MFPC
>>> Sent: Friday, October 17, 2014 7:46 PM
>>> To: [email protected]
>>> Subject: Sprinklers underneath a struture
>>> 
>>> I'm working on a 13r bungalow type building that is built on a hillside.
>>> Would the exposed crawlspace under the build need to be sprinklered. Or
>>> could that be considered balcony type situation?
>>> 
>>> Jerry Van Kolken
>>> MFPC (760) 722-2722
>>> _______________________________________________
>>> Sprinklerforum mailing list
>>> [email protected]
>> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
>>> 
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> 
> 
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