James,
I guess I was thinking about the provisions of 9.1.1.3.1.1, and 9.1.1.3.1.2. You're correct, the building structure itself, if it's not a shared support structure, only has to hold the weight of water filled pipe, plus 250, per 9.2.1.3.1. No five times.

     You're not wrong, I just didn't go as far as I should.
*Ken Wagoner, SET
*Parsley Consulting***
*350 West 9th Avenue, Suite 206
*Escondido, California 92025
*****Phone 760-745-6181*
Visit our website <http://www.parsleyconsulting.com/> ***
On 4/22/2015 7:53 AM, Litvak James L. wrote:
Ken,

Please correct me if I'm wrong, but I had thought that the 5x + 250# 
requirement only applied to hangers certified by a registered PE as an 
alternative to listed hanger components.


James Litvak
Layout Technician
VSC Fire and Security Co., Inc.
Charlotte Division
(704) 805-9764



-----Original Message-----
From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Parsley Consulting
Sent: Wednesday, April 22, 2015 9:34 AM
To: [email protected]
Subject: Re: Steel brackets

Steve,
      One of the concerns can be resolved fairly quickly if the bracket were 
fabricated by one of the hanger manufacturers. Those devices usually have a 
maximum load recommendation, and if you're not exceeding that load with the 5x 
+ 250#, that would resolve the first concern.
      The anchors into the CMU wall should have been installed per the 
manufacturer's recommendations, and several of the major anchor companies have 
very detailed instructions on how to do so (Hilti, Powers, Simpson, ITW, etc.).
      As to his concerns that a CMU wall is not part of the building structure, 
I'd have to say he's mistaken.  A good structural engineer, perhaps the PE for 
the building itself, should be able to dismiss that perspective quite easily.  
Just out of curiosity, you might ask if the inspector felt that a concrete 
tilt-up wall was not part of the building structure. The nature of CMU vs. 
Concrete tilt-up shouldn't make the difference.
*Ken Wagoner, SET
*Parsley Consulting***
*350 West 9th Avenue, Suite 206
*Escondido, California 92025
*****Phone 760-745-6181*
Visit our website <http://www.parsleyconsulting.com/>

IMPORTANT NOTICE: This correspondence is not a Formal Interpretation issued 
pursuant to NFPA Regulations. Any opinion expressed is the personal opinion of 
the author and does not necessarily represent the official position of the NFPA 
or its Technical Committees. In addition, this correspondence is neither 
intended, nor should it be relied upon, to provide professional consultation or 
services

It should be noted that the above is my opinion as a member of the NFPA 
Automatic Sprinkler System Hanging and Bracing Committee in accordance with the 
NFPA Regulations Governing Committee Projects and should therefore not be 
considered, nor relied upon, as the official position of the NFPA or its 
Committees


***
On 4/22/2015 5:21 AM, Steve Sorrell wrote:
We have a third party inspector who is questioning the use of L brackets that 
we had to use to hang our piping off from a CMU block wall.
I cannot find any mention of hanging off from building walls, only hanging from 
building structure in NFPA-13.
Any help would be appreciated.


Stephen J. Sorrell, CET
NICET# 77901 Level III
E mail:
[email protected]<mailto:[email protected]>

Performance Fire Protection, LLC
Corporate Office
179 Gasoline Alley -  PO Box 4510
Mooresville, NC 28117
Phone: 704-663-1664  Fax: 704-663-1652 Cell : 704-309-1242

Web: www.performancefire.com<http://www.performancefire.com>
Licensed in NC, SC, VA, TN, GA, AL

"Performance on Every Level."

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