Does the IFC or NFPA standard dictate if a old system has to brought up to code if a new permit has been issued for a tenant improvement?
For example adding 5 flex drops to an existing system? Seismic , hanger support are the issue. Thanks in advance. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
14 Comments
Dan Wilder
10/4/2023 07:58:18 am
It depends....
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Glenn Berger
10/4/2023 08:25:03 am
The question can be interpreted to be -- when is a non-complying installation needs to be brought into compliance?
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Aaron Easter
10/4/2023 08:25:53 am
Chapter 11 of IFC is where I would start. That would likely lead to a deeper dive into IEBC. Diffrent Fire Protection requirements for diffrent Level Alterations i.e., improvements.
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Julie
10/4/2023 12:42:52 pm
I saw your name and just had to ask, are you related to Barbara? :)
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Fire safety code compliance during tenant improvement projects... The burning question (pun intended) is whether an existing fire suppression system needs a makeover to meet current code standards when you're jazzing up your space with tenant improvements. Think new flex drops, seismic shakes, and hanger support drama.
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James
10/4/2023 08:50:32 am
Sure sounds like my friendly GPT sarcasm a bit in here : )
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Anthony
10/4/2023 08:53:31 am
Ha sure does.
James
10/4/2023 09:19:37 am
Haha! The puns are the best part!
Anthony
10/4/2023 09:17:29 am
If you're looking at IFC then you'll need to know if the alteration is level 2. if the alteration hits level 2 ie walls and ceilings then you'll need the "work area" brought up to current standards or whole floor depending on building type and total area of work. This is a fairly regular code path that any architect or consulting engineer can help you with.
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Julie
10/4/2023 09:27:07 am
IFC: 2015 version
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DAVE
10/5/2023 11:47:46 am
While the original question asks about "IFC or NFPA standard," individual Authorities Having Jurisdiction have different takes on this. For example at what threshold does the AHJ want all sprinklers upgraded to quick-response in light hazard. It becomes a “know your AHJ” kind of thing. My nearby colleagues are familiar with the local City who use T.I.'s (or at least used to use) as the opportunity to require upgrading all seismic bracing withing that tenant improvement. You only get burned on that once.
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Julie
10/5/2023 12:09:11 pm
Dave this is a great point. I have worked for multiple municipalities and we all had trigger points for upgrading the building/system. Usually it was a square footage trigger but sometimes any TI could trigger it. Sometimes there are documented agreements in existing buildings where the AHJ makes them agree “the next time you do any TI, the system is to be fully brought up to code”. So you make an excellent point in the ultimately the deciding factor is the AHJ. It’s best to reach out and get their answer in writing before starting anything.
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