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Neil Ashdown MAFDI

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Posts posted by Neil Ashdown MAFDI

  1. Looks like a timber-panel door and therefore most likely not traceable to evidence of fire resistance performance.  Your next 'go to' would be technical fire resistance performance data for the glass itself and most GWPP would most likely have been manufactured by Pilkington as the product 'Pyroshield' or its forerunner. Many would accept this type of fire door as 'Nominal or Notional'.

    Where you cannot satisfy yourself of suitable product performance, a Fire Risk Assessor should be able to advise in terms of the suitability of a fire door with unknown ultimate fire performance given the location of the door and the fire strategy at the building.

  2. The gaps of 4mm to 6mm would most likely never have been compliant.  The current hinges may be compliant (with building regulations Approved Document B) where the melting point of the materials they are made from exceeds 800 deg C.  Each flat entrance door should be fitted with suitable smoke seals and intumescent edge seals.

    So there are clearly some defects with the fire doors that may allow fire and smoke to spread from the flats and into the escape routes in a fire situation, before the minimum thirty minutes required by building regulations (ADB). 

    The Fire Risk Assessor at the building should decide what remedial works should be undertaken and at what priority in terms of the fire strategy at the building.

  3. If the defect is that the closing edge gap is 8mm, then the correct way to rectify the defect is to remove the door assembly or at the very least loosen the door frame closing jamb and reinstall the assembly or pack the closing jamb as necessary to reduce the gap to between 2mm and 4mm.  Then it will be necessary to tighten all fixings maintaining correct gaps and alignment before correctly fire-stopping the gap between the door frame and the supporting wall. Refer to 'BS 8214: 2016 Timber-based Fire Door Assemblies - Code of practice' for support.

  4. Its a question for the 'inspector' but if you can demonstrate that you have carried out the works in accordance with the wired glass manufacturer's requirements, that should be acceptable. 

    https://mbp.co.uk/wp-content/uploads/2021/05/PYROGUARD-CF5954-Pyrostem-exp.20260524-rev.20210525.pdf

    https://www.pilkington.com/en-gb/uk/products/product-categories/fire-protection/pilkington-pyroshield-2

    Above are only suggestions as we don't know which product the wired glass is and when it was made.  Where you are unable to identify the glass, you should use best practice methods https://shop.ggfmembers.com/a-guide-to-best-practice-in-the-specification-and-use-of-fire-resistant-glazed-systems-ref-20-1/   and   https://www.ggf.org.uk/about-the-ggf/contact/ 

  5. Q2). A couple of doors have maglocks that have been bolted through the door. There is no information on the door. The inspector recommends new doors as there is an integrity breach. Can maglocks be removed & door repaired?   ( 2- I'll let the forum's fire door specialist address this next time he logs on  ) :

    A)  There are some timber-based fire door / magnetic lock combinations that do have evidence of fire resistance performance.  So, it may not be appropriate for the mag-locks to be removed / fire doors replaced - it would depend on the type of door leaf construction and the type of mag-lock.  I would advise that first a risk assessment should be carried out to evaluate the risk to life safety and building safety were the fire doors to fail to provide their ultimate fire resistance performance as designed.    Where the risk is untenable and a certificated solution is required then the fire doors should be replaced with a set that are suitable for mag-locks.   If the mag-locks are no longer required and it is felt that the doors do not require certification and can be repaired  - then the repairs to the door leaves and frame should be made to a joinery standard using suitable hardwood tightly fitted with no holes, gaps or voids.

  6. Yes, as you have picked up - the lipping must be flush with the face of the door.   So lipping may be replaced or added to the edges of the door but the hardwood must be of the correct dimensions, species, density and fitted with the correct adhesive.  This type of 'repair' is very likely to fall outside the scope of the fire resistance performance certification for the door and therefore the certification would become invalid. 

  7. As Nick T says above, the thickness of the hardwood lipping would very likely be outside the scope of the door's Assessment report for fire resistance were they carrying any evidence of performance.  You state that the door is a Nominal fire door which means in the opinion of the 'competent person' that the door has the attributes of a fire door but that there is no evidence of fire resistance performance.

    Therefore, whilst it is likely that the door could be non-compliant to its original manufacturer's 'certification' there is no documentary evidence to confirm this in absolute terms.  I would advise the Responsible Person to risk assess in terms of how critical are the fire doors to life safety and building safety should they fail to provide their ultimate required fire resistance performance. 

    Also, the gap between the door top edge and the underside of the door frame head appears to be excessive.  Generally, it should be between 2mm and 4mm so there could be an issue with cold smoke spread as well as fire resistance performance.

    Also, the door-closer arm configuration is incorrect. The adjustable arm should be at 90 deg. to the door frame head with the tensioning-arm canted over accordingly. Remediating this will very likely improve the door-closer performance.

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