Oh yes, 100% agree.

I cannot tell you how many times I have had the 7k discussion.

I also cannot tell you how many times that same discussion met a brick wall, 
with some "looking down the nose".
You see, I am just a simple sprinkler man and am treated as such by those that 
know better than I due to a piece of paper. Even though I am far more versed in 
IBC than they.

I am more so back to the original example. I have been around this long enough 
to know what I do not know.

To that end, I am wholly unfamiliar with the process or hazard presented to me 
in that example.

All I see and understand are "Metal Working" and "Metal Extrusion".

I know that is more than likely the big 2000 gallon buckets of melted steel.

Extruding it means it is pushed thru a cylinder, making it a huge round shape.

So when I see those words on the Owner's Certificate, and on the Contruction 
Docs prepared by professionals, and I can then find the same wording in my 
book..

Well, knowing nothing about it, guess where I ended up thru no fault of my own. 
In that case, all I can do is stay within my lane. Trusting that the 
professionals have provided me with the "When". I can then go about finding the 
"how".

R/
Matt



Matthew J. Willis, CWBSP, C.E.T.

Ferguson Fire Design, LLC

D: (602) 337-0721<(602)%20337-0721> C: (307) 236-8249<(307)%20236-8249>

[email protected]<mailto:[email protected]>



________________________________
From: Fpdcdesign <[email protected]>
Sent: Monday, October 28, 2024 9:03 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]>
Subject: [Sprinklerforum] Re: Metal manufacturing

Caution:  This email originated from outside of the organization.  DO NOT click 
links or open attachments unless you recognize and trust the sender.
________________________________
Matt, I agree with you to a point. I do think you have to be at least 
conversant in the IBC. Here’s an example:

I am putting a price together on a 3 story wood frame apartment building. The 
cover sheet on the building plans says “To be sprinklered”. At first look, you 
might think 13R as it meets the occupancy and height requirements, based on 
NFPA standards alone. However, if you look into the Code (IBC), The area of the 
building is greater than is allowed for a building of Class VB construction 
with a 13R system, therefore it has to be a full 13 system. If this was 
designed as 13R and submitted, what is going to happen when it gets rejected?

Remember, NFPA documents (except 5000) are standards, they tell you how to 
design and install a system. Codes tell you where they have to go and reference 
what standard to design to.

Todd G Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860-535-2080<tel:860-535-2080> (ofc)
860-554-7054<tel:860-554-7054>  (fax)
860-608-4559<tel:860-608-4559> (cell)


On Oct 28, 2024 at 10:22 AM, <Matthew 
Willis1<mailto:[email protected]>> wrote:

I knew I was going to take some fire with my response.
Hell, I even asked Craig to send his directly as I cannot receive his responses 
for some reason.

I had typed a response and then deleted it thinking Nah, to long-winded for a 
Friday.

However since John picked up his copy of 13 and beat me about the head and 
shoulders with it, just kidding my friend, I have re-created my initial 
response below.

Yes. if there has been a change in occupancy, which is what this may seem like, 
then an engineering analysis is required in accordance with NFPA 13.

However, too many times we as sprinkler designers receive information from the 
architectural/engineering design team and a somewhat filled out owners 
information certificates, to be used in making our decisions based on NFPA 13.

We receive this information from the professionals. We then use NFPA 13 to 
arrive at a decision based on the information presented to us by these 
professionals. In the ever-disappearing time frame before us. I am not allowed 
to speak to IBC as that is beyond my purview as a fire sprinkler designer. So, 
it doesn't even come into play. It is actually very dangerous if I choose to 
speak to IBC in these situations. So, I use the information I have to the best 
of my abilities. This is done wholly within the confines that are NFPA 13. I 
fully understand the Annex. BUT the information Is present. It may not be 
"legal". But it was provided for a reason. Otherwise, I make a motion to delete 
the annex.

We then present this information to the authority having jurisdiction, another 
professional, for their review and acceptance or rejection. If this then comes 
back to me for reevaluation, I can at that point then kick it back with 
suggestions for further consideration.

Have I let others take these kinds of projects? Absolutely. And I will continue 
to do so. Just did this recently on one that made me shake my head so hard, I 
had to take Ibuprofen afterwards.
Many times I will even call the authority having jurisdiction prior to 
submission and sometimes prior to design to express my concerns. As you might 
imagine, Owners and GC' Really appreciate this. SMH

My whole take is that the problem is getting proper engineering up front. 
Requiring it at the back end and linking it to a fire sprinkler designer's 
responsibility to handle is not the proper way to handle this. But it is the 
Norm, more than the excption.

So, we should focus on the real problem which is getting the engineering 
evaluation upfront and not waiting and placing it on a fire sprinkler 
designer's shoulders.

I know, and have worked with, many of the PE's on this forum. To a person, they 
are on the same page.

It just seems like otherwise this happens far to often. Engineers have E&O. Why 
are their feet not held to the fire with this blatant shift of Liability?

My question is why? Why isn't this being addressed where it needs to clearly 
be..

Hope this clarifies where I was intending to come from.

R/
Matt



Matthew J. Willis, CWBSP, C.E.T.

Ferguson Fire Design, LLC

D: (602) 337-0721<(602)%20337-0721> C: (307) 236-8249<(307)%20236-8249>

[email protected]<mailto:[email protected]>



________________________________
From: John Denhardt <[email protected]>
Sent: Monday, October 28, 2024 7:12 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]>
Subject: [Sprinklerforum] Re: Metal manufacturing

Caution:  This email originated from outside of the organization.  DO NOT click 
links or open attachments unless you recognize and trust the sender.
________________________________
Matt - Please be careful in what you state.

NFPA 13 only references you stated are in the annex which are typical 
suggestions.  The annex list is not to be used without fully understanding the 
specific process and the actual descriptions in the body of the standard.  
Relying on the annex for your determination of a hazard could lead to an issue.

I also want to state that I really like what I'm reading from other posts.  I 
have been beating the drum for over 5 years categorizing the hazard, water 
supply evaluations, and other items are engineering.  In the real world where 
lawyers are involved, a technician who does not have a professional engineers 
license is exposing themselves to liability.  The SFPE Position paper 2020-1 
which has been endorsed by many associations including AFAA, AFSA, ASCET, 
NICET, NFSA, NSPA, and others is very clear..  The "Design Basis - Owner 
Certificate" is the owner's or owner's agent responsibility.  Period!  NFPA 13 
requires this certificate to be submitted with the working plans.  A contractor 
or an AHJ moving forward with a properly signed certificate is asking for 
increased liability.

NFPA 13 -2025 - 28.1.1.1<http://28.1.1.1> - Working plans submittals shall 
include the following: (4) - Signed owner's certificate

Heck - this requirement has been around for a bit.  The concept of the Owner's 
Certificate was included in the 2002 edition of NFPA 13.

As part of your proposal and contract for a project, insist on a properly 
filled and executed certificate.  The sample in the annex is a starting point.  
If you feel the need to add information, make a form and have the responsible 
party take the liability off you.

Feel free to contact me directly if you have any questions on this topic.  
AFSA's position is clear.and my technical team understands this position.

SFPE position's paper is available on the web by searching SFPE Position 
statement 2020-1, PS 2020-1 The Engineer and the Engineering Technician 
Designing Fire Protection Systems

The above is my opinion and has not been processed as a formal interpretation 
in accordance with the NFPA Regulations Governing Committee Projects. This is 
provided with the understanding that the AFSA assumes no liability for this 
opinion or actions taken on it and they are not to be considered the official 
position of the AFSA, and/or NFPA or its technical committees.AFSA cannot 
provide design or consulting engineering services, and this opinion should 
therefore not be considered, nor relied upon, as such.

Thanks,
John

[https://www.dropbox.com/s/g4h8r7hdtsr6154/AFSA_L.png?raw=1]
John August Denhardt, PE
Vice President, Engineering and Technical Services
American Fire Sprinkler Association
m: p:   301-343-1457
214-349-5965 ext 121
w:      firesprinkler.org<http://firesprinkler.org>



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On Thu, Oct 24, 2024 at 4:51 PM 
<[email protected]<mailto:[email protected]>> wrote:
I love all you guys. I really do. (Even you Todd)

But, Hire an Engineer, or Should be provided by an Engineer, just does not work 
out here in the trenches.

The answer is there in 13. Even "extruding" by a 3-D printer is extruding. I 
had to do Metal Working for folks cutting 4x8 sheets of aluminum.
There is not a distinction. Some AHJ's see that and live by it.

 IS it the intent? Probably not.

But it IS what the book says.

Which is the only thing we have in most cases.

I really wish we could kick it back. But more times than not, they just go to 
the next person in line.

Just saying. Those are not really answers to the questions.

Rant over..

R/
Matt



Matthew J. Willis, CWBSP, C.E.T.

Ferguson Fire Design, LLC

D: (602) 337-0721<http://(602)%20337-0721> C: (307) 
236-8249<http://(307)%20236-8249>

[email protected]<mailto:[email protected]>



________________________________
From: Craig Hanson <[email protected]<mailto:[email protected]>>
Sent: Thursday, October 24, 2024 12:48 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Re: Metal manufacturing

Caution:  This email originated from outside of the organization.  DO NOT click 
links or open attachments unless you recognize and trust the sender.
________________________________
They need to provide for you the hazard analysis that should have been done by 
an FPE and in accordance with IFC 104.7.2 and NFPA 13: 4.2(2022). The AHJ 
should have requested that information also. These are tricky operations as 
dissimilar metals create a deflagration issue. the design may also be outside 
the scope of the NFPA 13 due to the process involved. Their insurance company 
should also be requiring a hazard analysis.



Craig D. Hanson, CFPS
Fire Division Manager
West Coast Code Consultants, Inc. (WC³)
Meridian Satellite Office
C: 253.225.9977 | E: [email protected] | www.WC-3.com<https://www.wc-3.com/>
Teaming With Your Community to Make a Difference


On Thu, Oct 24, 2024 at 12:21 PM Fpdcdesign 
<[email protected]<mailto:[email protected]>> wrote:
+1 for Tim Stone. Too often the contractor or their estimator are asked to 
figure out design criteria. That should fall upon the FPE.

Todd Williams
Fire Protection Design/Consulting
Stonington, CT
860-608-4559


On Oct 24, 2024 at 1:04 PM, <Tstone52<mailto:[email protected]>> wrote:


It should be recommended that an “Architect” or “Engineer of Record” should 
provide you with a Code Review.

Or hire a “Fire Protection Engineer” to assist you.



Regards,

G. Tim Stone



G. Tim Stone Consulting, LLC

NICET Level III Engineering Technician

Fire Protection Sprinkler Design

and Consulting Services



   117 Old Stage Rd. - Essex Jct., VT. 05452

                 CELL: (802) 373-0638

             [email protected]<mailto:[email protected]>



From: Bobby Welch <[email protected]<mailto:[email protected]>>
Sent: Thursday, October 24, 2024 12:57 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<[email protected]<mailto:[email protected]>>
Subject: [Sprinklerforum] Metal manufacturing



I have a building were they are making metal products by multiple processes 
including Metal Casting of steel, Metal Forging, Additive Manufacturing and hot 
rolling. Most of the building is open warehouse where they are producing metal 
products with 3D printers.  NFPA has metal workings listed as ordinary hazard 
but also has Die Casting and Metal extruding under Extra hazard group 1. Does 
anyone know where I would start to figure out what hazard is required for this 
building?

Bobby Welch | Sprinkler Systems Designer
KOORSEN FIRE & SECURITY
8090 N Dixie Dr, Dayton, OH 45414
P 937.641.8403 | Ext. 0318 | M 937.594.8457
[email protected]<mailto:[email protected]> | 
www.koorsen.com<http://www.koorsen.com>

24x7x365 Service: 937.660.7050 | 
[email protected]<mailto:[email protected]>

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