QUEEN'S BENCH DIVISION
TECHNOLOGY AND CONSTRUCTION COURT
Rolls Buildings, London, EC4A 1NL |
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B e f o r e :
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(1) Dr David Scott (2) Major Christopher Scott (3) Mrs Elizabeth Scott |
Claimants |
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E.A.R. Sheppard Consulting Civil And Structural Engineers Ltd |
Defendant |
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Simon Goldstone (instructed by DAC Beachcroft) for the Defendant
Hearing dates: 7th, 8th, 9th June and 12th July 2016
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Crown Copyright ©
Mr Justice Fraser:
A: Introduction
B: Factual background and chronology
C: The Issues for determination
Duty
1. Did D owe a common-law duty to C2/C3 in respect of its report?
(Answer: 'yes', conceded by D)
2. Are C2/C3 entitled, as undisclosed principals on the contract of retainer between D and C1, to sue D?
(No longer relevant in light of the concession at issue #1)
Breach
3. As at 30 June 2011 did the Building need to be demolished either by reason of:
a. The extent to which the external walls of the Property were tilting?
b. The extent to which the floors within the Property were sloping?
c. The condition of the roof?
d. Any combination of those factors?
4. If the answer to any of (a)-(d) is 'yes' was D negligent in not advising that the Property needed to be demolished?
5. What is the relevance (if any) of the inspections of the Property carried out by, and the conclusions drawn by:
a. Mr Farrow of the local Council
b. Meridian
c. Tribrach
d. Mr Best of BdR.
6. What is the relevance (if any) of the facts that, after D inspected the Property and before the BdR and Tribrach reports were made:
a. A flood occurred owing to the failure of a water tank in the roof space; and
b. The Property had been stripped out.
Causation/Reliance
7. Did Cs rely on D's report in deciding to purchase the Property at a price of £247,000?
(It is accepted that each of the Cs had read D's report prior to purchasing the Property)
8. Would Cs have decided to purchase the Property (and if so at what price) had D advised that it needed to be demolished?
(It is conceded that the Cs would not have purchased the property had D advised that it needed to be demolished)
Quantum
9. What sum should be awarded to Cs in relation to their claim for overpayment in respect of the acquisition of the Property: Schedule of Loss paragraph 1: is the proper sum:
i. £177,000 (Cs' case)
ii. £115,000 (D's case) or
iii. some other sum, and if so what sum.
10. What sum, if any, ought to be awarded in relation to the claim for miscellaneous expenditure (Schedule of Loss paragraph 2)?
11. What sum, if any, ought to be awarded in relation to the claim for accommodation and storage costs (Schedule of Loss paragraph 3)?
12. Were Cs contributorily negligent in failing to inform D of their plans to carry out works to the Property including a roof conversion?
13. If so, what discount should be made to any judgment sum?
14. In the event that Cs recover damages, what award of interest should be made under sect.35A Senior Courts Act 1981.
D: The Witnesses
Mrs Scott
Dr Scott
Mr Scott
Mr Best
Mr Sheppard
"From this line of authority I derive the following principles in the context of the present case:
(1) In certain circumstances a court may be entitled to draw adverse inferences from the absence or silence of a witness who might be expected to have material evidence to give on an issue in the action.
(2) If a court is willing to draw such inferences, they may go to strengthen the evidence adduced on that issue by the other party or to weaken the evidence, if any, adduced by the party who might reasonably be expected to call the witness.
(3) There must, however, have been some evidence, however weak, adduced by the former on the matter in question before the court is entitled to draw the desired inference: in other words, there must be a case to answer on that issue.
(4) If the reason for the witness's absence or silence satisfies the court, then no such adverse inference may be drawn. If, on the other hand, there is some credible explanation given, even if it is not wholly satisfactory, the potentially detrimental effect of his/her absence or silence may be reduced or nullified."
(1) Both the individuals in question, Mr Bunney and Mr Payne, are qualified engineers and inspected the Property prior to its demolition. Given one of the main issues is what could be seen from a limited visual inspection in 2011, their attendance at the Property in 2012 might be expected to provide the court with material evidence to give on this issue.
(2) If I were willing to draw an inference, this would go both to strengthen the evidence adduced on that issue by the claimants and also to weaken the evidence from Mr Cockayne adduced by Sheppard Ltd, the party who might reasonably be expected to call the witness. In fact, such evidence would be the only direct evidence on the part of the defendant (other than that of Mr Sheppard himself) from any engineer who had seen the Property prior to its demolition.
(3) There is already some evidence, which could not be described as weak, adduced by the claimants on the matter in question. This evidence comprises that of Mr Best (and to a lesser extent the contents of the Tribrach Report whose author was not called), and that of Mr Taylor. There is clearly a case to answer on that issue.
(4) I come, therefore, to the explanation for the absence of these witnesses. Mr Bunney is referred to in Mr Cockayne's report, because Mr Cockayne had a discussion with him and included reference to this in his report. There is no note or statement of what Mr Bunney said, but the passage in Mr Cockayne's report at paragraph 5.4.40 states that Mr Bunney attended site to quote for the structural engineering aspects of temporary works for the replacement building. Mr Sheppard, when asked about Mr Bunney, said he was overseeing a visit by a demolition contractor. There is no explanation for his absence. Turning to Mr Payne, Mr Sheppard's evidence was that the firm of loss adjusters was dismissed two years into the claim.
E: The Reports
"…is in our opinion too high and you may wish to renegotiate it on the basis of the cost of the necessary repairs and extensive previous structural movement noted within the property".
The same section included a summary of the different elements and uses conditions ratings, which is to ascribe a number to different elements. The number "3" is for "defects that are serious and/or need to be repaired, replaced or investigated urgently". That is the highest condition rating, the others being 2, 1 and Nil. Accordingly, those elements of the building that were most notable in terms of repair, replacement, or investigation, would all be given the rating of 3. In this Report, the following elements were given the highest rating of 3: roof coverings; main walls; walls and partitions; floors; electricity; and drainage. In terms of the building structure (rather than, say, chimney stacks or windows) the only element given a score of 2 was the roof structure. No elements inside or outside the building were given a score of 1.
"…relevelling floors, straightening internal partitions/door openings and external repairs to misaligned windows and door openings. You should be aware that due to the extent and nature of the previous movement there is likely that additional repairs to the underlying structure will be required once exposed."
The Report continues:
"In our opinion the condition of the property and extent of the previous structural movement may have an impact upon mortgageability and insurability. Full details in respect of the previous structural repairs will be required and in the absence of this documentation it is possible that a further structural engineers report will be needed in order to satisfy in this respect".
"…wanted to know if there was any ongoing subsidence at the Property, and what structural repairs were required. Dr Scott said he'd had a Home Buyer Survey done which had shown there were some problems with the Property."
Dr Scott agreed that the file note produced by her on 28 June 2011 at 12.10 hrs was accurate. In this she instructs an LVI with the reason for that being explained in the following terms:
"Reason for LVI: Property was subject to extensive repairs in 1980s. Is there any ongoing subsidence? What structural repairs are required? Dr D has had Home Buyer Survey and is aware that works/updating required generally."
"Thank you for your instructions to make a limited inspection of the above house and to report with regard to subsidence.
I understand that in the 1980s part of the building was underpinned. There are sings [sic] of the making good of past cracks in the superstructure, some of which have slightly re-opened but all that is required is to properly strengthen the cracks by the installation of deformed stainless steel rods, or similar.
Mrs Nelson was unable to provide any details of the works but she advised that the work was supervised by Malcolm Tree of Rye as an insurance claim.
I presume that your solicitors will be able to obtain the details from Hastings Borough Council Building Control but if not, it may be necessary to ask Mr Tree.
Some steel beams were also installed in the cellar to support the ground floor.
The claim was made upon Saga Insurance and it may be necessary for you to continue insuring with them because of the earlier damage,
What causes me concern is the out of level floors at ground and first floor and I am a little surprised that these were not dealt with at the same time and as part of the claim. Whether or not Saga would be prepared to re-open the claim should be tested.
There is a lot of damp timber in the cellar area which needs to be replaced, treated or overhauled. I am told that you are aware that the cellar has on occasion flooded and, in my opinion, it would be prudent first to have a CCTV survey carried out on the below ground drainage and second, to obtain a quotation for tanking the floor and walls. The latter would, of course, be betterment of the structure, where as accidental damage to the house could be a matter for insurers.
I think that most, if not all of, the internal walls are formed of timber studding. There is minor cracking which will require proper repair in normal maintenance and redecoration. Door linings and window frames are out of square and these need to be reformed. Both ground and first floors need to be levelled, not so much because they are unsafe, but should you wish to sell the house in future.
This entails the provision of either firring pieces to the existing joists and/or beams bolted to the existing to provide a level base. The skirtings would also need to be adjusted.
You will appreciate that the house needs a thorough upgrade throughout. It also needs to be overhauled and redecorated externally.
I lifted two inspection chamber covers and the soil drain appears to be satisfactory, although on e [sic] chamber needs re-rendering. In the chamber nearest No 27, there is a pvc backdrop which indicates some fairly recent works, probably part of those in the 1980s. Your solicitors will need to ascertain if you would have responsibility for any pipework outside the boundary fence.
The roof covering is of slate and the timber structure has twisted slightly with the movement of the subsidence and the removal of the rear chimney stack.
Repairs have been carried out to the flat roof section.
There is no felt lining to the underside of the slates but provided the slates remain sound, this should not be a problem. Indeed, it helps the ventilation of the roof space, which should have been provided when the insulation was upgraded.
Again, you will be aware that the electrics need modernising.
The glazing to the doors is not of toughened glass.
The philadelphus shrub in the front garden should be reduced to at least 1.5m in height and kept at that level so that it does not affect the soil at depth.
Excluding any modernisation I estimate the cost of remedial works to be £25000.00 exclusive of VAT if carried out by a builder of repute.
I have not inspected woodwork or other parts of the structure, which are covered, unexposed or inaccessible and am therefore unable to report that any such part of the property is free from defect.
I trust that this letter of report is sufficient for your immediate requirements, but should you have any queries, or if I can be of further assistance, do not hesitate to contact me."
Other matters
"…advised the builders that owing to extreme historic settlement in all directions and internal walls being timber stud and not masonry, that no work should proceed with loft conversion prior to these matter [sic] being addressed…..At no point have Building Control said this was a dangerous structure or it required demolition."
F: Legal Principles
The visible condition of the building in 2011
1. Across the front wall (from right to left) of 1/32; 1/24; 1/24; 1/34 (of the windowsill); 1/27.
2. Along the left flank wall (bottom to top) of 1/27; 1/40; 1/30; 1/19.
3. Across the rear wall (from right to left) of 1/80; 1/24; 1/19.
4. Along the right flank wall (bottom to top) of 1/32; 1/34; 1/34; 1/80.
G: Mr Taylor's measurements and the Engineering Expert Evidence
"It would be very easy to infer they were of a mind to get more work out of further involvement with the building."
This, in my judgment, is simply mud-slinging on his part. To be entirely fair to Mr Sheppard, he quite rightly and promptly dismissed this suggestion when it was put to him, and he at no point wished to associate himself with Mr Cockayne's conspiracy theory.
"If tilt reaches this level, the building may be regarded as in a dangerous condition, and remedial action either to re-level or to demolish the building will be required urgently."
Mr Cockayne insisted, in my judgment in an attempt to detract attention from Mr Taylor's measurements, on the need for further investigation and possible remedial action other than demolition. He also stated, "It might be possible to restore the building to some verticality" and that he would only be in favour of demolition if a feasibility study was first done on any one of a number of alternative schemes. He constantly confused or failed to differentiate between the advice that should have been given at the time, with what could have been done to remedy the problems with the building. Given Mr Sheppard had not identified extensive remedial action to remedy the serious problems with the titling walls – well beyond the ultimate limit of 1/50 given by the BRE – this was unhelpful. Buildings can, and sometimes are, saved from very significant tilt; one example discussed in submissions was the Leaning Tower of Pisa. Feasibility of wildly different remedial schemes, and their cost, is a different issue to breach of duty. The issue is: what should Sheppard Ltd have advised at the time? The fact that expensive investigations and design of alternative schemes could have been performed, instead of demolishing the Property, is rather off the point because Mr Sheppard advised neither. He simply did not mention the tilting walls at all.
H: Findings
I: Causation
J: Contributory Negligence
K: Quantum
Mr Harrap
L: Conclusion
1. Yes. This was conceded by the defendant2. This does not arise in light of the concession to Issue 1.
3. As at 30 June 2011 the Building needed to be demolished by reason of the extent to which the external walls of the Property were tilting, which was in excess of the BRE categorisation of "ultimate limit".
4. The defendant was negligent in failing to advise that the Property needed to be demolished.
5. The relevance of the inspections of the Property carried out by, and the conclusions drawn by, the following is for each of them:
(a) Mr Farrow of the local Council. Not relevant to the engineering issues because Mr Farrow was not qualified as a structural engineer. It demonstrates that even to the lay observer there were immediate concerns about the Property. Mr Farrow's failure to express any view on danger, existing stability or demolition is not directly relevant.
(b) Meridian. This showed that to a professional surveyor (but not a structural engineer) there were immediate and obvious signs that the structural condition of the Property was a concern.
(c) Tribrach. This report described a "severe outward lean", "serious distortion" to window openings and that the whole of the rear elevation "leaned significantly towards the front". It demonstrates that the professional view of a structural engineer who inspected the Property was expressly to the effect that the stability of the building was compromised and it should be demolished.
(d) Mr Best of BdR. His professional view was supportive of that of Mr Taylor in terms both of the condition of the Property, and also his professional view that demolition was required.
6. It is agreed that the flood which occurred owing to the failure of a water tank in the roof space did not have any effect upon the tilting walls which could be seen in 2011. Although, because the Property had been stripped out, and the consequence of this was that more could be seen in the basement, the findings in this judgment take account of the fact that Mr Sheppard could not see this at the time of his inspection.
Causation/Reliance
7. The claimants all relied upon the Sheppard Report in deciding to purchase the Property at a price of £247,000.
8. The claimants would have decided not to purchase the Property had the defendant advised that it needed to be demolished. This was conceded.
Quantum
9. The sum that is awarded to the claimants in relation to their claim for overpayment in respect of the acquisition of the Property is £177,000.
10. The sum that is awarded in relation to the claim for miscellaneous expenditure is £23,347.18.
11. The sum that is awarded in relation to the claim for accommodation and storage costs is £2,745.
12. The claimants were not contributorily negligent in failing to inform the defendant of their plans to carry out works to the Property including a roof conversion as this plan was not formulated at the time of the instruction. That plan was not finalised until after the purchase had been made.
13. Accordingly, the question of a discount to any judgment sum as a result of contributory negligence does not arise.
14. Interest is to be agreed by the parties, failing which it will be decided by the court upon the handing down of this judgment.