Author Topic: BS 9999 Review  (Read 18579 times)

Offline kurnal

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BS 9999 Review
« on: November 18, 2012, 05:48:15 PM »
BS 9999 is currently up for review. I have complied this summary of issues from previous firenet postings for submission to the FIA who are co-ordinating a review- does anybody have anything to add or any other comments to make?

posting from Kurnal

Exit widths and interpolation

For a premises of risk profile A1, BS9999 would recommend that any fire exit should be not less than a minimum of 800mm wide. (7.6.1.b) page 82.  It then allows an calculation of exit capacity to be based on 3.3mm per person (table 13)

Previous documents including ADB only allow interpolation of widths wider than 1050mm, not 800mm. This was because from the post war building studies it was considered that persons would pass through any opening less than two units of exit width (2 x 20 inches) in a single column. Persons were found to to travel through a single unit of exit width at a rate of 40 persons per minute. This led to limits of about 100 persons using doors of less than 1050mm and there was no benefit given if your doors were 900 mm rather than say 750mm.

Now for my building of A1 risk profile I can apply 3.3mm/person to my 800mm door, giving an exit capacity of 242 persons for an 800mm exit door.

If the Post war building studies were right and people still only move in a single column at a rate of 40 persons per minute  -  that it will take 6 minutes for those persons to pass through that door. Now that is one heck of a jump from the old 2.5 - 3 minutes allowed for evacuation ?

Phoenix added:
The same thing applies to A2 buildings.  An A2 building needs (to start, it can go lower!) 3.6mm per person which brings the number for a 800mm door to 222. 

A designer will argue for a further 15% reduction to 3.06mm if there's detection in the building.  That gives our door a capacity of 261.  A building designed to this standard and filled to the safe designated capacity would, in my opinion, not be safe.  We could have a room with a typical office type fire loading, with two 800mm doors, a 3m high ceiling and 261 people in the room.  Losing one door to the fire (medium growth rate) all 261 people have to leave through the remaining door.  I think people will go through a 800mm door quicker than 40 per minute, but to all get out in 2.5 minutes they would have to go through at over 100 per minute. There is potential for the pressure exerted by those at the back on those who are at or near the door to cause at least one person to trip and fall.  After that, many would fall and after that you've lost the only available exit.

Proposals for nightclubs under 9999 often take the 15% reduction offered for beneficial alarm systems when they should not.  The alarm provision is often of no benefit to those in the room of origin and so should be applied with reserve.

Phoenix posted Table 12 anomaly
The footnote to table 12 page 81 recommends reducing travel distances by 25% for places where alcohol is consumed but it makes no similar recommendation in respect of increasing exit widths by 25%. 

This goes very much against the understanding of how places undergo evacuation.  Places where alcohol is served are often quite crowded.  Crowded premises have evacuation times that are heavily dependent upon the queueing times at exits.  Queueing times are dependent upon exit widths. 

Travel distances are important in more sparsely populated premises.  In such premises evacuation times are dependent on how long it actually takes to get to the exit and, as there are no queues at exits, flow rates through exits are irrelevant.  So exit widths lose significance. 

In short:

Crowded premises - Exit widths are most important.

Uncrowded premises - Travel distances are most important.

Travel distances become almost irrelevant where people have to join the back of a queue to wait to exit, so the 25% reduction has little significance.  Exit widths are important yet they are not adjusted where there is alcohol consumption.

Kurnal posted - Scope of document

Table 2 page 26- states BS9999:2008 is not intended to cover premises  occupied by persons of occupancy characteristic  D - which it describes as hospitals and residential care facilities. Such premises are dealt with under other documentation and are outside the scope of the code.

Then tantalisingly it states that under some circumstances residential care facilities may be considered as occupancy characteristic Cii. Since most residential care homes accommodate persons with a  broad range of needs, I wonder if anyone can  confirm what the committee had in mind? 

Another thread covered Firefighting shafts and Ventilation

BS 5588 pt 5, used to say that  natural ventilation could be used in a fire fighting lobby, except for basements deeper than 10m. In 9999, this has been updated to say that natural ventilation can only be used up to 30m, above which a pressure differential system should be used.  What is the reason for the change, this appears to conflict with BRE report 79204.

BS 9999:2008 states in 33.4.5.1

“Smoke detector operated fire/smoke dampers should be installed in all occupancy characteristic Cii and Ciii buildings, unless all occupants of the building can be expected to make an unaided escape and an L1 fire alarm system is installed in accordance with the recommendations given in BS 5839-1:2002+A2:2008, in which case the following exceptions may be made.

a)   If the alarm system is arranged so that on the detection of smoke it signals the immediate evacuation of all the occupants of the building, then fire/smoke dampers are not needed.”

Perhaps some additional comment needs to be made to consider the protection of refuges?


Another query was over discounting of staircases in sprinklered buildings

BS 9999 para 18.3.2 states "the stair discounting process DOES NOT APPLY to a building fitted with a sprinkler system".
This appears to be at odds with the current ADB para 4.20 which state "stair discounting ALSO APPLIES to a building fitted with a sprinkler system, unless the staircase is lobbied or pressurised".



Has anyone anything to add or comments to make please?

Offline colin todd

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Re: BS 9999 Review
« Reply #1 on: November 19, 2012, 12:07:05 AM »
Big Al, are you sure this is not more misinformation. I think you will find that there is no review due until next year.
Colin Todd, C S Todd & Associates

Offline kurnal

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Re: BS 9999 Review
« Reply #2 on: November 19, 2012, 11:31:59 AM »
Guilty as charged. Misinformation indeed Colin.

The full story is as follows.
The 5 yearly review of BS 9999 will fall due in 2013.

If you recall the when BS9999 was issued many changes were made to the document and amendments were made after the consultation process and some of these were pretty controversial. But we never had chance to comment on these.

In addition because of the size of the document not many of us had time to review and comment on it in detail before publication.

The FIA is being proactive in setting up a panel to review the document in advance of the forthcoming 5 yearly review and hopefully all of us who have had a grumble about the document will have an opportunity to submit our comments for consideration.

The FIA sent out a round robin to members inviting comments and the response was pretty dissapointing despite the many grumbles we hear on a regular basis. Hence my posting here to try and draw together more views.

« Last Edit: November 19, 2012, 04:26:14 PM by kurnal »

Offline wee brian

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Re: BS 9999 Review
« Reply #3 on: November 19, 2012, 01:45:07 PM »
Its been used for a lot of schools apparently. Not sure if that's a good thing or not.

Midland Retty

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Re: BS 9999 Review
« Reply #4 on: November 19, 2012, 02:40:27 PM »
Im one of the "believers" in BS9999 because if read, interpreted and applied correctly (and I realise they are big ifs) then its actually a very good document.

The "gripes" I've heard relate to some misconceptions about the document.

So perhaps if we are dead set on providing an official response from Firenet to the review committee we should decide amongst ourselves what are genuine gripes, and those which are born out of myth or misconception. I think this could be done fairly easily if we start a fresh new thread on it.


Offline Dinnertime Dave

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Re: BS 9999 Review
« Reply #5 on: November 19, 2012, 05:44:05 PM »
Its been used for a lot of schools apparently. Not sure if that's a good thing or not.

Anything to avoid BB100 I think you will find. All very well until they have an atruim  I have dealt with a number of AIs that have been caught out by the different definitions between ADB and 9999.

Offline Phoenix

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Re: BS 9999 Review
« Reply #6 on: November 21, 2012, 01:28:22 AM »

The "gripes" I've heard relate to some misconceptions about the document.

So perhaps if we are dead set on providing an official response from Firenet to the review committee we should decide amongst ourselves what are genuine gripes, and those which are born out of myth or misconception.


What myths or misconceptions do you have in mind, MM?


I think this could be done fairly easily if we start a fresh new thread on it.


I think we have a perfectly good thread going here, so here are some anomalies that I have stumbled across in the document (other than the ones kurnal has already mentioned above):

1. 8.3.7 - The opportunity has been missed here to specify communications between various management levels in the building on a day to day basis.  The paragraph concentrates on communications during incidents which is not the most relevant aspect of communications within the context of building management.  The most relevant aspect is day to day communications of fire safety problems and solutions.

2. Table 3 - Some of the examples for fire growth rates are poor.  I think the examples for 1 and 4 are ok but better examples for 2 would be, perhaps, 'library, cinema, restaurant seating area, etc.' and for 3 'commercial kitchens, shops, woodworkers'.

3. Table 4 - This says risk profiles A4, B4 and C4 are 'not acceptable'.  This is  nonsense.  Of course, they are, but they do require their own strict controls.  The document seems to indicate that all boiler rooms, for example, should be sprinklered.  It is very rare that a whole building or premises would have a fire growth rate of 4 and that would be difficult to visualise as acceptable unless the building was particularly small.  In many cases buildings have various risk profiles in the different areas and it is perfectly acceptable for a office block, say, to have a boiler room that is A4 attached to it.

4. Table 5 - There are two lines for 'Shop sales areas'.  Both give B3.  They could be on one line (even though there are two notes for them).

5. 6.5 - There is no mention here or elsewhere of the life safety enhancements to the sprinkler installations.  BS EN 12845 does not state when the life safety enhancements should be installed, it merely states what they are.  This omission from BS9999 has led to much speculation, mischief and vexation.  It may have been deliberate in an effort to see which way the wind blows but now is the time to come down on one side of the fence or the other.

6. 14.3 - The prescriptive guidance that escalators should stop could be toned down slightly as there are occasions when it is advantageous for them to keep going.  For example, when they are moving away from the fire and smoke.  Moving escalators are much easier for people to negotiate than stationary ones.

7. 16.5.3 - The figure can reduce to something less than 60 if the door happens to be at the base of a staircase.

8. 16.5.6.e - The equation is a lot more manageable when it is expressed as follows:  Provided that D is at least 2m and N is at least 60, the width of the final exit (W) should be 5mm for each person coming through the door plus three quarters of the width of the stairs.  That is 5N + 0.75S (mm).  S and W must be expressed in mm, which is much more in keeping with every other measurement in the document.

9. Table 10 - Everyone uses 4sq m/person for secondary trading floors in large shops so the document should reflect this.  What about fridge shops and other shops that sell bulky items?  Is 2 sq m/person the right figure for them?  Probably not.

10. 17.3.4 - Inner rooms that are protected by smoke detection in the access room are very common.  The following potential problem should be pointed out, as it is a common fault in existing buildings.  Where there is a two stage fire alarm (with an investigation period) not all buildings give an intermittent signal upon detection of fire and it is possible that there is a considerable delay before the people in the inner room receive their warning of a fire in the access room.  Even where there is an intermittent signal broadcast through the whole building during the investigation stage, often the users of the inner room do not appreciate that this, for them, should be taken as a signal that they should leave the inner room.

11. 17.3.8 - Nothing wrong with this.  I'm glad to see they corrected the error in ADB.

12. Table 12 - The 25% reduction in travel distances for premises where alcohol is served is almost invariably irrelevant.  These premises usually have a number of exits and do not come anywhere near the two direction limits.  Even if they are at the limits of travel distance, it makes little difference as the last people to get to the exit will very probably have to queue there anyway.  Instead of this 25% reduction in travel distance, consideration should be given to increasing exit width requirements by 25% where alcohol is served.  In these sorts of premises the time that it takes to evacuate a space is governed much more by the widths of the exits than by the travel distances so this would be a much more relevant measure.  Bearing in mind the anomalies in safe occupancy numbers that kurnal has included in his initial post above I feel that this increase in width would be well justified.  On the other hand, I do appreciate that it would generate a lot of problems in existing premises so maybe it should be tempered a little.  What would we prefer, some disgruntled bar owners or a major loss of life in a bar?

13. 17.6.1 - Anomalies in exit widths as described in kurnal's post.

14. 17.6.1 again - Why are the notes 'note 3' and 'note 4'?  Where are notes 1 and 2?  Note 4 is very poorly expressed.  The first sentence is at odds with the example.  The comment, '[not the 579 persons who could be accommodated through a single exit 2 550 mm (i.e. 3 × 850 mm) wide].' is rubbish and should be deleted.  It is a hangover from the paragraph it was copied from in ADB but has no relevance in BS9999 as the latter document applies a unit width of exit per person right down to an 800mm door whereas ADB uses a step function in its Table 4.

15. 19.4.4 - A simple typo.  Tables 14 and 15, not 15 and 16.

16. Tables 25, 26 and 27 - The use of these tables could be better explained to make the section more accessible for all.  I have to go to some lengths to explain the use of this section to students.

17. Table 27 - the term, h, should be better explained, perhaps with a diagram.  h is the height of the opening and some, incorrectly but understandably, think this means how high it is above the floor.  H is given as the height of the compartment but in an office building, for example, there may not be any compartmentation and the figure to use is the height of the space that contains the fire.  This should be better explained.

18. Fig D4 - Transverse and radial gangways are still the wrong way round (they were in BS5588 part 6).  The diagram is not clear anyway but you can still tell that they're labelled incorrectly.

19 E3.1.3 - The equation for calculating mall exit widths is still based on 5mm per person whereas every other recommendation for exit widths is based on Tables 13, 16 and 18.  The 5mm per person was relevant when we based all exits on this figure but now that we are varying the figure should we not also vary the equation for mall exits so that it is consistent with the rest of the document. 

20. E4.4 - Sprinklers are often omitted from public mall areas so this should be included as an acceptable exception.

21. Annex S - The example notices are much to wordy for practical use.  They might be ok as handouts for training but notices as long as these will never be read by anyone.  Not even me if I was inspecting the place.  I would get bored long before the end and I certainly wouldn't have time to read it all if the building was on fire.


I haven't been through the document with a fine tooth comb, these are just some issues that come immediately to mind.  I took the time to look up the references to help others review my comments.

Stu


Offline kurnal

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Re: BS 9999 Review
« Reply #7 on: November 21, 2012, 07:48:56 AM »
Wow thanks Stu. I will forward your comments and acknowledge the source.

Midland Retty

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Re: BS 9999 Review
« Reply #8 on: November 21, 2012, 11:03:05 AM »
Kurnal I got the impression in one of your earlier posts that you were sending a block response from Firenet.

Is that the case? Or are you forwarding individual responses from members?

If you are sending individual responses I won't reply to Stu's comments, but if you are treating this as a  block consultation I will need to reply.

Offline Dinnertime Dave

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Re: BS 9999 Review
« Reply #9 on: November 21, 2012, 02:52:29 PM »
Kurnal I got the impression in one of your earlier posts that you were sending a block response from Firenet.

Is that the case? Or are you forwarding individual responses from members?

If you are sending individual responses I won't reply to Stu's comments, but if you are treating this as a  block consultation I will need to reply.

blimey M&M you leave us hanging in mid air with that final comment  ??? :)

Midland Retty

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Re: BS 9999 Review
« Reply #10 on: November 21, 2012, 04:26:39 PM »
Sorry DD old chum but its going to take me a few hours to reply to good old Phoenix's post, and if we aren't doing a group response I shalt not replieth  :).

Offline kurnal

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Re: BS 9999 Review
« Reply #11 on: November 21, 2012, 05:10:46 PM »
Hi Midland yes please if you would let us have your comments I will feed them into the FIA as a firenet block response with some acknowledgement as to who has taken the time and trouble to comment though this will be usernames only. Of course the acknowledgement is optional.

The FIA group is a discussion group and will then decide whether the FIA wishes to take the comments on board as part of their response to the BSI. The trouble with responding to the BSI is  that you also have to provide alternative text to replace that which you take issue with.

Midland Retty

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Re: BS 9999 Review
« Reply #12 on: November 22, 2012, 10:50:01 AM »
Hi Prof

Are you compiling everyones response together and sending them off stating to the review committee that "this is what everyone at Firenet thinks"

Or are you sending copies of individual response from firenet

ie Joe Bloggs from Firenet responded by saying x,y,z
   Uncle Tom Cobbley from Firenet responded by saying a,b,c

Offline kurnal

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Re: BS 9999 Review
« Reply #13 on: November 22, 2012, 04:27:43 PM »
Hope I will put together a compendium as a firenet response and unless instructed otherwise was going to do a bullet point list and  and at the start of each point put something like:

1- interpolation of exit widths (thanks Midland Mayhem) 

but if you would rather remain anonymous thats fine.

Offline wee brian

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Re: BS 9999 Review
« Reply #14 on: November 23, 2012, 02:47:36 PM »
Knowing the Chair of said committee I think it is important that you do offer alternative text. otherwise he just ignores the comment.

You may get away with "amend table x to take account of y" or something along those lines.