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Hi all you fire experts, Is there any recognised authoritative guidance on fire resistance of brick walls. An issue has come up following an inspection of an external oil tank within 1.8m of a building wall. The report suggests that the wall requires at least 1 hour fire rating. The same company that have been inspecting for years, suddenly decide this is a problem. The latest building regs do seem include this requirement. We don't have any plans for this building.
It then begs the question of what is it currently. I appreciate there are lots of types of brick and possibly even the age of construction (40ish years) may have an effect, but there must be some simple guidance or a table giving options, or a simple calculation.
I could call people in and everything analysed to the Nth degree, but to be honest it could end up cheaper to install a known second partition.
There must be something out there, that give a good rule of thumb, for inspectors etc. Just so we have an idea where we stand.
Anyone know and willing to share ( or is it a trade secret)
Chris
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Thanks Jane
Yes I also did that and looked at a few of them and they all seemed to conflict with one another. That one was one of the more straight forward looking ones and seems to suggest a normal 4inch thick brick is ok for 1.25 hours ( so not a problem, what are the inspection people on about), but other sites seemed to give a whole range of times some only 30 minutes.
Hence the authoritative guide.
But thanks anyway
Chris
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The authoritative guide is probably BS EN 1996-1-2, which has a load of tables of thickness v. fire resistance for various configurations of wall. I have the standard, but masonry isn't my thing, and from a quick glance it requires some knowledge and/or detailed reading to decide which of the many tables apply to a given wall.
Someone familiar with the standard could probably tell you quite quickly (ie, without detailed analysis, since it seems that most situations can be handled by reference to the tabulated values), but that's not me, sorry.
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Thanks Achrn
Interesting BS EN 1996-1-2, when I went to the BSI website to see how much, it said it could not find it ( it could find the annex).
Decided to check online if it had been superseded, which it did not appear to have been, and accidentally found a dubious copy.
Gosh those tables are fun. I think it was saying that a 90mm thick single wall for segregation and load bearing was ok for 60 minutes or more. I think.
Surprised that a cement render didn't seem to make a difference. Not that the wall in question has a render finish.
Also made me wonder if the 60 minute fire rating is to stop a burning oil tank causing a problem in the building or the other way around.
Chris
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Fairly sure the time is about how long the wall can be trusted to maintain it's integrity and provide a physical barrier to smoke flame, it's never going to hold the heat back that long.
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Chris42 wrote:Hi all you fire experts, Is there any recognised authoritative guidance on fire resistance of brick walls. An issue has come up following an inspection of an external oil tank within 1.8m of a building wall. The report suggests that the wall requires at least 1 hour fire rating. The same company that have been inspecting for years, suddenly decide this is a problem. The latest building regs do seem include this requirement. We don't have any plans for this building.
It then begs the question of what is it currently. I appreciate there are lots of types of brick and possibly even the age of construction (40ish years) may have an effect, but there must be some simple guidance or a table giving options, or a simple calculation.
I could call people in and everything analysed to the Nth degree, but to be honest it could end up cheaper to install a known second partition.
There must be something out there, that give a good rule of thumb, for inspectors etc. Just so we have an idea where we stand.
Anyone know and willing to share ( or is it a trade secret)
Chris
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Rank: New forum user
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Hi Chris
Having read some of the posts there is some uncertainty with this, without stating the obvious the degree of severity can vary considerably with this in terms of speed it accelerates we do know you do not have long to empty the buildings.
A safe bet is to seek advice from your local fire officer, they are usually happy to help and can provide a wealth of information.
john
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Chris42 wrote: Also made me wonder if the 60 minute fire rating is to stop a burning oil tank causing a problem in the building or the other way around.
I wondered about that. I was thinking that surely you'd need to know how much of what was in the tank, and whether it burned particularly hotly, but then it occurred to me that I might have it the wrong way round and the purpose of the requirement might be to stop a fire that starts inside the building getting to the tank, not the other way round, in which case an assumption of a 'normal' sort of fire might be valid. But it was all idle speculation - fortunately (for me) it's all someone else's problem (yours), so I'm in the happy situation of thinking it's an interesting question but being able to walk away. Sorry.
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Hi Chris,
I'd ask the inspectors to justify their observation. If it's for the protection of the building occupants from the oil tank (and I'm assuming that's heating oil) I'd then ask how they imagine that oil might catch fire.
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Thanks all for the comments so far.
The evacuation time is a little over one minute ! There are more exits than people. The assembly point is the complete other side of the building and some. So all in all not a problem for the people.
I have this comment on an OFTEC inspection report for the oil tank, to either ensure the wall will withstand 60 minutes or a partition is added.
I do intend to get an external fire assessment carried out, as from my own investigation a little while ago, I'm not sure I trust the previous inhouse one that was done, as I think there are things wrong.
That said, when you go on a fire assessment course will it tell you how to decide the fire rating of a brick wall ? (still saving but mortgage takes priority).
Have I got more or less questions than I started with ?? (ho hum seems often the way in H&S).
Chris
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Perhaps a stupid question but are there any doors or windows in the wall and in proximity of the oil tank?
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No Doors or windows even the pipework does not go through the wall ( goes around back of building before going through wall). Can not get a vehicle within 10m of it, large grass bank on two side ( Yes we keep the weeds down - no we don't spray them we like the bees, yes we remove the dried up weeds). The tank is sat on two brick pillars with a brick built bund under it. The other side of the wall is a small office that is empty and locked most of the time.
I think they are getting this requirement from the building regs, which I didn't think applied retrospectively.
Chris
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Chris - I am a little concerned that this is another example of an assessor going a little OTT, with little regards to the cost and true risk
A statutory fire risk assessment (as required by the Fire Safety Order etc) is wholly about the protection of life. From what you are saying, the risk appears low in that the evacuation time is a minute and means of escape are plentiful. Plus there are no openings on the wall on the tank side of the building.
I would also ask what is the risk of ignition to the tank? Is it heating oil?
I agree with the earlier poster that you need to ask for a justification for why this has been added to the report. It seems completely over the top to me
Good luck
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Rank: Super forum user
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I think the answer may be in the 'Approved Document B' from the building regulations 2010 (this is available online free - just Google). This document is suggesting that brickwork is class 0 rated. I guess you need to find out what the fire rating is for class 0 products.
BS 476-4:1970 and BS 476-11:1982
The above BS are stated in the building regs, but I'm not sure how relevant they are.
Point to note - would the wall be able to withstand an explosion from the tank, lots of factors to be considered here.
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I'm not sure if the tank holds heating oil or not - but before explosion rating gets dragged into the conversation, as mssy says, lets keep it sensible. Blast rating of walls gets complicated.
For an explosion with heating oil, takes some doing - its simply not that volatile - obviously it will burn, but as a bulk liquid not easily ignited or does it give much vapour off. The flash point is likely to be in excess of 200-250*C.
You would need a strong source of ignition to get it going.
Then you might need to start thinking of ATEX rating and hazardous area classification etc
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Hi Chris,
I think this problem is been made over complicated, a 4 inch brick wall is class zero as regards fire spread. I seem to remember its has a fire resistance rating of 1.25hours, I would ask the inspector to explain his findings as to why the risk has suddenly increased? Providing the wall is in good condition and all holes for pipes etc are suitably fire stopped and detection is fitted.
With kerosene ( heating fuel) having a high flash point and limited source of ignition in the building unless the fire loading has increased why is the change needed at all?.
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The plot thickens
Planning approved Document J 2010 ( as amended 2013) - combustion appliances and fuel storage systems, states :-
Less than 1800mm from any part of the building
a) Make building walls imperforate (1) within 1800mm of tanks with at least 30 minutes fire resistance (2) to internal fire and construct eaves.
(!) Exclude small opening such as air bricks etc (2) Fire resistance in terms of insulation, integrity and stability as determined by BS 476 or BS EN 1363 or BS EN 1364
( BS476 as noted by Toe above)
So 30 minutes not 60 and you can have a couple of holes in it ie air bricks. However OFTEC seem to recommend 60 minutes, noted on lots of web sites, but can not find it on their own web site. The paperwork the inspector used was an official OFTEC pre printed form which was a tick box type, so if tank within 1.8m then Action 1 or 2 applies
Action 1 is provide a 60 minutes fire rated screen Action 2 is ensure wall is at least 60 minute fire rated.
Further though, their own document OFTEC_TechnicalBook3_AMD_03_0913_16 indicates a solid 4 inch thick brick wall is good for.... Wait for it..... 120minutes.
My confidence in this assessment is waning rapidly ! But these are supposed to be the experts.
So if you work to the latest building requirements it will not be good enough for OFTEC.
Thanks for everyone's input, not sure what to do now, thinking I may put a note in a file with the report and forget about it.
How many CPD points can I claim for this ?
Chris
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I've just updated and added some new stuff to my CPD but thought you don't claim points anymore seeing as you don't have to get 30 points in a cycle of 3 years.
Or am I wrong again
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Rank: Super forum user
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Flashpoint of home heating oil (kerosene or diesel) is around 40 to 50 degrees C. The auto ignition (self combustion) point of the oil is likely to be 220-230 degrees C.
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Correction I should have said Auto-ignition temperature, which is more relevant for bulk storage Check BS60079-20 for typical material properties.
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Be careful double check all information received. A general rule is to make 1 hr fire rated a minimum. However I am not sure Building Regulations are retrospective although the HSE / Fire would have you believe otherwise.
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On the internet there did seem to be a lot of company's able to offer fire resisting partitions. Now if I was a cynical person.... No wait I am.
How many people would see the report as I did and think you know what, by the time I have paid for a full analysis of the situation, it may be easier and cheaper to just go and buy a suitable partition. As even if I did pay for an a proper analysis there is a possibility I may still need to by the partition as well. Especially when the assessor could be ...... accredited.
The only way I or the local manager could think that a fire could start in the area of the tank, is deliberate arson, and security is good.
Approved document J indicates (noted above) the rules seem to be in place to prevent a building fire affecting the tank.
So it seems if you either take the links /references Jane, achrn or Toe provided, or even the OFTEC's own document a standard brick wall is ok.
I think Mssy's comment about OTT is correct. It was not a fire risk assessment as such by the way, this was a heating servicing company for a oil fired heater.
Sadly this was not the only misinformation on the report, but that was more environmental.
Again thanks to all the contributors to the discussion / issue.
Chris
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I think we need to go back to the original question which asks about the fire resistance of a brick wall?
It is about the wall's integrity.
As it appears to be an old wall it could either be very very good or not very good at all.
Plasterboard is currently used as a fire resistant material, one sheet gives half hour and two sheets gives two hours.
One idea could be ro line both sides with a single sheet of plasterboard and as long as it is taped and plastered properly that will give one hour FR on top of what it already allows.
A coat of paint as well and it will also provide a good look to the old wall.
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Chris, in your post at #18 point number 1 about excluding small openings like air bricks does that mean
Exclude them from the wall or
Exclude them from the regs ?
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Interesting point, I copied what was written ( except I used and exclamation mark instead of a "1". I read it that the wall had to be imperforate ( so no perforation / holes) except for things like air bricks. So my interpretation is a wall with an air brick was ok and still met the requirements. It's on page 63, in the small table. http://www.planningporta...documents/partj/approvedChris
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Chris in my opinion an air brick would allow the passage of smoke and heat.
It can be used as long as it is Intumescent.
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