Invercargill City Council v Southland Indoor Leisure Centre Charitable Trust

Case

[2017] NZCA 68

21 March 2017 at 3.00 pm

No judgment structure available for this case.

For a Court ready (fee required) version please follow this link

IN THE COURT OF APPEAL OF NEW ZEALAND

CA528/2015 [2017] NZCA 68

BETWEEN

INVERCARGILL CITY COUNCIL

Appellant

AND

SOUTHLAND INDOOR LEISURE CENTRE CHARITABLE TRUST Respondent

Hearing: 10 and 11 August 2016

Court:

Harrison, Miller and Cooper JJ

Counsel:

D J Heaney QC and K B Dillon for Appellant
M G Ring QC, C J Jamieson and D R Weatherley for
Respondent

Judgment:

21 March 2017 at 3.00 pm

JUDGMENT OF THE COURT

A        The appeal is allowed.

B        The  award  of  damages  is  set  aside  and  judgment  is  entered  for the

Council on the Trust’s claim.

CThe cross-appeal is dismissed, with leave reserved to appeal to this Court on the issue of GST if the Trust should succeed on further appeal.

DThe respondent must pay the appellant costs for a complex appeal on a band B basis with usual disbursements including disbursements on the cross-appeal. We certify for second counsel.

E        Costs in the High Court are to be fixed there if counsel cannot agree.

INVERCARGILL CITY COUNCIL v SOUTHLAND INDOOR LEISURE CENTRE CHARITABLE TRUST [2017] NZCA 68 [21 March 2017]

REASONS

Miller J   [ 1] Harrison and Cooper JJ  [161]

REASONS OF MILLER J

TABLE OF CONTENTS

Introduction  [1] Narrative       [10] The stadium project  [10] Remedial work needed during construction  [16] Building consent for the remedial work  [22] Defective remedial work went undetected  [25]

A PS4 and code compliance certificate eventually issued for the remedial work [28] Poor roof performance noted but not remedied   [37] Collapse attributable to defective remedial work   [42] The project agreement and lease   [43] The claim and defences   [47] The duty of care issue   [50] The rule in Spencer on Byron   [53] Does the rule in Spencer on Byron apply here?   [65] Did the Council owe the Trust a duty of care for the remedial work?   [85] Breach of duty  [100] Causation      [101] Did the Trust rely on the code compliance certificate?   [111] Would the recommended inspection have revealed the defects?   [119] Having learned of the defects, would the Trust have attended to them?  [131] Conclusions on causation  [132] The Trust’s attempt to support the judgment on other grounds  [134] Contributory negligence  [136] The Council’s claim to an indemnity in contract  [141] Betterment    [146] Result    [158]

Introduction

[1]      Stadium Southland was erected in 1999–2000 to provide indoor sporting and recreation  facilities  for  “all  members  of  the  Southland  community”.    It  was  a complex comprising a foyer, amenities area and squash courts, two main events courts, and five community courts.   It was erected under a project agreement and

lease between the appellant, the Invercargill City Council, which owns the land on which it stood, and the respondent, the Southland Indoor Leisure Centre Charitable Trust, which owned the building.  The Trust, as we will call it, was established by six community organisations, one of them the Council, to build and operate the stadium.

[2]      During  construction  the  long  and   shallow  mono-pitch  roof  over  the community courts was seen to sag.  The Trust’s consulting engineer, Anthony Major, had erred when designing the steel trusses that supported the roof and, apparently with his approval, the Trust had opted for lighter gauge steel than his design called for.  The Trust arranged for remedial work, which was competently designed by an independent engineer, Maurice Harris, and approved by Mr Major.

[3]      The Council insisted that the Trust seek a building consent for the remedial work and it consented Mr Harris’s design, requiring of the Trust that Mr Major should certify by producer statement that the completed work met specifications set by Mr Harris.  Those specifications included a small upward camber for the trusses when props were removed after the remedial work was completed.  The trusses were to exhibit at their mid-points a precamber, as the measurement is known, of 85 mm.

[4]      The steel fabricators did not complete the remedial work as Mr Harris had designed it.   Mr Major did not detect the defects, because he did not inspect their work. Nor did the Council, because it relied on Mr Major.

[5]      The Council issued a code compliance certificate for the remedial work on

20 November 2000, before it received Mr Major’s producer statement.  He supplied a producer statement on 22 January 2001, but it omitted the required measurements. The Council pursued him.   On 28 November 2001 he eventually supplied measurements, not of the trusses’ precamber but of their heights from the floor.  The Council did not check the height measurements.   Had it done so it would have noticed that the trusses’ heights varied by as much as 139 mm.  The Council did not insist on precamber measurements either.  Had it done so it would have learned that some of the trusses exhibited no precamber but actually sagged.

[6]      In 2006 the Trust took advice from Mr Harris about the roof, worried about its flexibility under wind load and presciently concerned that it might collapse under heavy  snow.    He  recommended  an  inspection  that  was  to  include  welds  and precamber measurements. The Trust did not follow his advice.

[7]      On 18 September 2010 Invercargill experienced a heavy snowstorm.  Because the remedial work was defective the roof over the community courts collapsed under the  weight  of  snow.    Fortunately,  those  inside  escaped  unharmed.   A new  and improved complex has been erected in its place.

[8]      The Trust claims that the Council is liable in negligence and negligent misstatement for issuing the code compliance certificate on 20 November 2000.  It also says that the Council had earlier failed in the exercise of an alleged inspection function  for  the  remedial  work,  but  a  direct  claim  for  these  failings  would  be time-barred.     It  won  in  the  High  Court  before  Dunningham  J,  recovering

$15,126,665.35,  being  the  agreed  cost  of  rebuilding  the  original  structure,  less

$750,000 for betterment.1

[9]      The Council appeals, saying that it owed the Trust no duty in tort in the circumstances, the rule in Spencer on Byron notwithstanding.2   It also asserts that the lease excludes liability, and it denies causation and alleges contributory negligence. The Trust cross-appeals, challenging Dunningham J’s betterment deduction and her treatment of GST.

Narrative

The stadium project

[10]     The six community organisations which decided to build the stadium were the

Invercargill Licensing Trust (which administers an alcohol monopoly in the city), the

Council, the Southland District Council (which is the territorial local authority for

1      Southland Indoor Leisure Centre Charitable Trust v Invercargill City Council [2015] NZHC

1983 [High Court judgment].   Dunningham J also awarded $85,862 for agreed loss of rental income and  $2,035,764.31 in  interest at  5  per  cent per annum.  The final judgment sum,

$16,998,225.66, was less a negotiated $1,000,000 contribution from Mr Major.

2      Body Corporate No 207624 v North Shore City Council (Spencer on Byron) [2012] NZSC 83, [2013] 2 NZLR 297.

most of the Southland region excluding Invercargill City), the Community Trust of Southland, the Southland Building Society, and Sport Southland.   They chose to establish the Trust as an incorporated charitable trust to plan, build and run the stadium, with each organisation appointing one trustee and the appointees being permitted to elect up to six more trustees if they thought it desirable to redress any imbalance of skill, knowledge, and representation of various community interests. The trustees serve as unpaid volunteers.

[11]     The  chosen  location  was  on  Council-owned  land  at  550  Tay  Street, Invercargill.  The Council and the Trust entered a project agreement on 23 December

1999 under which the Council agreed to lease the land to the Trust and contribute to the project by undertaking the ground works.  That was to be the full extent of the Council’s financial exposure and it was capped at $760,000.  For its part, the Trust agreed to build and run the stadium.  At the end of the lease, which had a 33-year term with one right of renewal, the stadium would revert to the Council without compensation for improvements.

[12]     The Trust was what I will call a commissioning owner; it commissioned the building,   contracting   the   architect,   McCulloch  Architects   Ltd,   the   engineer, Mr Major, and the builder, Amalgamated Builders Ltd.

[13]     Construction  began  in  June  1999  and  was  substantially  completed  by

25 March 2000, when the then Prime Minister opened the building.  In its regulatory capacity the Council issued a series of building consents for phases of the construction.  It undertook some 44 inspections during the original building work and it issued a number of code compliance certificates for parts of the work.  In doing so it relied on producer statements provided by the Trust’s engineer, Mr Major. Under the Building Act 1991 (1991 Act), a producer statement was a statement supplied for an applicant for building consent to the effect that certain work had been or would be done in accordance with certain technical specifications, and a local authority might rely on it when issuing a consent or a code compliance certificate.3   More will be said

about this later.

3      Building Act 1991 [1991 Act], s 43(3) and (8).

[14]     We are concerned with the stage 4 building consent, which covered structural design.  The application for consent was supported by a PS1 from Mr Major.  A PS1 is a producer statement — design, certifying that the design complies with applicable requirements of the building code. A PS2 is a producer statement — design review, a PS3 is a producer statement — construction, and a PS4 is a producer statement — construction review.4

[15]     The drawing at the end of the judgment illustrates the community courts’ roof design sufficiently for my purposes.  It will be seen that the roof had a long span and a shallow pitch.   The design of the welded steel trusses used to support the roof across its span is also shown, as is the planned remedial work that I now go on to discuss.

Remedial work needed during construction

[16]     During construction a Council inspector noted that the steel trusses sagged and drew the matter to the architect’s attention.   The Trust was naturally alarmed. The Chairman at the time, Ray Harper, wrote on 24 November 1999 to the architect, who also served as project manager, asking for written advice about the problem and the  solution,  and  seeking  assurances  from  the  architect  and  Mr  Major  that  the resulting structure was safe and complied with design standards and that both had adequate  professional  indemnity  cover.    He  also  insisted  that  an  independent structural engineer be engaged to certify that the structure would be sound and would comply with acceptable design standards.

[17]     Maurice Harris was appointed to review the designs.  He corresponded with the architect and the Trust, which wrote to him on 7 December 1999, repeating its instructions and directing that he report to the Trust.  It is evident that the Trust was concerned that the architect might share responsibility for the defects.  Mr Harris met with one of the trustees, Greg Mulvey, and agreed that his report would extend to

checking any items considered critical to the integrity and safety of the building.

4 As noted at [81] below, the term “producer statement” was defined in s 2 of the 1991 Act. The categories of producer statement that we list here have evolved as a matter of professional practice in the building industry. A description of the terms may now be found in a practice note: Institute of Professional Engineers New Zealand (IPENZ) Practice Note 1:   Guidelines on Producer Statements (version 3, January 2014) at 6–8.

[18]     Mr Harris issued a report dated December 1999 in which he confirmed that Mr Major had erred when calculating loads acting on the trusses.  He characterised the faults as design problems attributable to lack of checking, failure to carry out sufficient seismic analysis, insufficiently detailed design input interconnections and member slenderness, failure to follow design codes, and pressure to reduce structural costs without detailed re-analysis.  In the result, the six trusses over the community courts had been designed for approximately half the live load.  (“Live” load means the load in use, affected by wind and other environmental conditions.)  Foundations were  satisfactory,  but  precast  columns  had  been  designed  for  the  lighter  loads. Further, 6 mm steel, a lighter gauge than designed, had been used in some chords (the square steel beams along the top and bottom of the trusses) as a cost-cutting exercise by the Trust.

[19]     Mr Harris proposed that the trusses should be strengthened by propping them up, cutting them at three points and precambering them at prescribed levels before joining them and removing the supporting props. The objective of precambering was that under load the roof would assume its designed profile.   The work involved cutting each of the top trusses’ chords at three points, lifting them and adding spacer plates   to   achieve   the   designed   precamber,   re-welding   them,   and   welding strengthening  plates  along  the  sides  of  the  top  and  bottom  chords  at mid-span. Notably, the strengthening plates were to cover the middle of the three points where each of the top chords had been cut and re-welded.  Beams and columns also needed strengthening,  and  truss  connections  to  concrete  columns  needed  modifying. Mr Major endorsed this solution.

[20]     On  24  December  1999  the  Council  advised  the  architect  that  a  building consent amendment must be sought, and it must be accompanied by a producer statement  that  addressed  cause  and  remedy  and  included  a  peer  reviewer’s comments.   The Council warned that it might ask that an independent engineer review  the  consulting  engineer’s  report.    The  Council’s  Manager  of  Building Services, Simon Tonkin, also wrote directly to Mr Major, seeking an explanation and warning that after receiving his response the Council would review how it handled his producer statements.   The Council followed up by letter of 2 February 2000. Mr Major responded with a detailed explanation of how the design errors had come

about, admitting that he had made some mistakes and detailing how the remedial work would address them.

[21]     The Council  sought  assurances  from  Mr Major  about  his  quality control procedures, asking for a written account.  He responded on 28 February, explaining that  he  handled  as  many  as  300  projects  a  year  and  that  these  projects  were problem-free almost without exception.  He assured the Council that he now intended to   accept   only   commissions   that   allowed   adequate   time   for   design   and documentation, to be more pedantic where savings in structural content were requested, to prepare calculations to a standard that would allow independent checking,  and  to  engage  an  independent  engineer  to  peer  review  his  design philosophy and arithmetic for major or difficult or novel projects.   The Council accepted these assurances by letter of 2 March 2000.

Building consent for the remedial work

[22]     In the meantime, on 7 January 2000 the Trust had sought a building consent for the remedial work.  Its application attached a letter dated 4 January 2000 from Mr Harris, in which he explained how the work was to be done and specified the precamber measurements together with the permissible range of movement under live load, as follows:

(a)      The trusses were to be cut and set at an initial precamber measurement of 225 mm at midspan, meaning that they should be elevated by that much at that point.

(b)When  props  were  removed  so  that  the  roof  was  carrying  its  full self-weight, the precamber should be 85 mm.

(c)      Under live load in normal conditions the trusses should exhibit a net precamber of approximately 85 mm and under full live load a sag of

38mm.  Future live load and snow load deflections should not exceed

123 mm and 99 mm respectively.

Mr Harris also specified that the contractor and supervising engineer should have copies of a drawing number 97139, which had been prepared by Mr Major, and his letter of 4 January.5

[23]     The application was accompanied by a PS1 from Mr Major, in which he certified  that the remedial work provided  for in the drawing complied with the building code.  Mr Harris supplied a PS2, which the Council treated as a peer review, noting that he was a registered engineer.   On 14 January, the Council  issued a building consent known as amendment number 1 to stage 4 building consent.  There is no suggestion that the Council was negligent when issuing the consent, or that the design of the remedial work was inadequate.

[24]     The consent specified that as consulting engineer Mr Major was to confirm in writing to the Council that the precamber on the six community court trusses was in line with Mr Harris’s letter of 4 January 2000.  Individual trusses measurements were to be included in the record.   Mr Major was also required to provide a producer statement construction review or PS4 for the remedial work.   It is not clear why Mr Major was nominated, presumably by the Trust, for this role.

Defective remedial work went undetected

[25]     The remedial work was carried out between January and February 2000.  The Council did not inspect the work, relying on Mr Major to inspect and certify it in accordance with the consent, although it did insist on written confirmation that the defects had been remedied and it did carry out inspections for stage 4 as a whole. When doing this latter work the inspectors drew the architect’s attention to any issues they happened to notice with the building works.

[26]     In order to issue the PS4 Mr Major would have had to inspect the work as it was being done.  He did not inspect it.  It seems that he accepted the steel fabricators’

assurance that the work had been done properly.

5      It is this drawing that is attached to the judgment.

[27]     The remedial work was not carried out in accordance with Mr Harris’s advice or the conditions of consent.  Notably, cuts made in the chords to insert packers and achieve precamber ought to have been spliced with welds around all four sides, but the tops were not welded at all.  Strengthening plates along the sides of the trusses ought to have covered the centre splices but did not, and stitch welds used to fix the strengthening plates to the chords were inadequate.   Welds to the box section and packers had not penetrated adequately.

A PS4 and code compliance certificate eventually issued for the remedial work

[28]   On 17 February 2000 Mr Tonkin wrote to the architect, recording his understanding that the remedial work was complete and asking the architect for Mr Major’s PS4.  He reminded the architect to include written confirmation that the precamber was in line with Mr Harris’s letter, along with individual trusses measurements.   There was no response.   On 17 March Mr Watson, the Council building inspector, carried out a final inspection for stage 4, and the Council then issued an interim code compliance certificate, with a number of outstanding issues noted.  The issues did not include the remedial work, and they did not stop the Trust opening the stadium on 25 March 2000, as it was very anxious to do.

[29]     In the meantime, the Trust pursued recovery of the cost of remedial work from  the  architect.    The  evidence  includes  a  summary  of  the  minutes  of Trust meetings (but not the actual minutes).  At a meeting on 6 March 2000, the Trust was advised that apart from some small issues still to be resolved the remedial work had been completed to a satisfactory level.  The Trust was told at a meeting on 3 July

2000 that the architect and engineer had lodged insurance claims, and a settlement was achieved some months later.

[30]     The Trust did not obtain code compliance certificates from the Council in connection with the decisions just mentioned.  It had requested certificates in March, but without providing Mr Major’s PS4 or following up when the Council did not respond.   It again requested them in October 2000, apparently because it needed them to get a liquor licence for the premises.

[31]     The Trust’s inquiry appears to have led the Council to repeat its request for Mr Major’s PS4 and trusses measurements.  On 20 November 2000, before receiving the PS4, the Council issued a code compliance certificate for amendment No 1.  It is not now in dispute that this certificate was issued negligently, for the Council had no way of knowing that the work was in fact code-compliant.   It became apparent at trial that a clerk issued it without reference to Mr Tonkin.

[32]    When checking outstanding requirements on 17 January 2001 a Council inspector followed up the request for the PS4.  On 22 January 2001 Mr Major finally supplied a PS4, certifying that the modifications has been generally constructed in accordance with the drawing 97139 and associated specifications.  He also supplied a covering letter explaining how the remedial work had been carried out.   He stated that:

Re-alignment of the Community Court trusses was done by propping Truss No  1  at  mid-span  and  quarter  points,  cutting the  top chord  at  the  prop locations, and jacking at mid-span to achieve the maximum precamber consistent   with   avoiding   any   excessive   strain   on   the   bolted   purlin connections.   Prior to plating, and making good the top chord, the quarter point props were adjusted to achieve an acceptably uniform truss profile. Once the truss had been fully welded and un-propped, the alignment was checked by viewing from the south boundary to confirm that the result was visually acceptable.   The remaining trusses were similarly adjusted in sequence with the overall appearance of the roof from the south being the criterion for acceptability. The only measurements made were those required to check that the induced initial precamber was in each truss was the same as for Truss No 1.

It  will  be  seen  that  Mr  Major  did  not  specify  that  the  precamber  for  the  six community court trusses was in line with Mr Harris’s letter of 4 January 2000. Instead,  he  said  that  measurements  were  taken  to  ensure  the  induced  initial precamber was the same as for truss 1, with a visual check to ensure that the result was acceptable once the trusses were welded and the props removed.

[33]     The  Council  noted  the  omission.    By  letter  of  30  January,  Mr  Tonkin reminded Mr Major that he was to confirm that the precamber was in line with Mr Harris’s letter, and that individual truss measurements were to be included in the records.   Mr Major was asked to resubmit his PS4.   He did not.   The Council followed up in September and a meeting was held with Mr Major, at which it was

agreed that he would follow up with the structural steel company for datum heights for the trusses.  On 23 July 2001 Mr Tonkin wrote asking for the “datum heights of the community court trusses”, and this request was repeated on 12 September.  The Judge found that it seemed the very precise requirements of Mr Harris’s letter of

4 January 2000 had evolved into a mere request for trusses heights as “a benchmark against which future deflections could be checked”.6

[34]     Mr  Major  eventually  complied  with  this  request.    On  28  November  the Council received a plan showing measured floor to trusses heights.   The Council appears to have filed this plan without examining it.  The plan disclosed what the Judge described as considerable variation (as  much as 139 mm) in the finished heights.7

[35]     In the result, Mr Major never supplied any precamber measurements.   It is common ground that the actual precamber did not comply with Mr Harris’s design. For example, truss two had a sag of 54 mm rather than the upward precamber of

85 mm that it ought to have exhibited under normal live load conditions.   Only truss one came close to meeting the required precamber.

[36]     On 9 April 2003 a code compliance certificate was issued for the entirety of stage 4, on the basis that all outstanding items affecting structural design had been resolved.

Poor roof performance noted but not remedied

[37]     The stadium roof leaked persistently, and it also moved extensively — up to six inches — under wind loads.  The Southland District Council’s representative on the Trust volunteered the time of one of its engineers, Graham Jones, to assess the leaks.   It was thought that movement in the roof might be a cause of the leaks. Following  publicity  about  a  stadium  collapse  in  Poland,  the Trust  also  became concerned whether the roof could withstand snowfall. At a meeting of the Stadium’s management board on 28 March 2006 the manager reported that advice was being

sought from Mr Harris, who had peer-reviewed the original design.  It was resolved

6 High Court judgment, above n 1, at [55].

7 At [56].

that due to “ongoing issues concerning the roof”, management should order that the stadium be vacated if at any time they had safety concerns.  At about the same time, the Trust received a report from Mr Jones, in which he expressed concern about the roof’s flexibility.  Mr Jones is reported as having said that while “the structure does meet all the building code requirements” there remained a problem to be corrected, which might involve steps to strengthen the trusses.  The trustees resolved to refer the matter back to the architects in the expectation that “they would go back to their original consulting engineer and obtain recommendations on what would need to be done in order to reduce the level of flexibility in the roof structure that would lead towards solving the leakage problem”.

[38]     Acton Smith, the then deputy chairman of the Trust, then wrote to Mr Harris himself on 12 April 2006, as follows:

Ray Harper and I have been working on the Stadium Southland extension and we are becoming increasingly concerned with the movement that is occurring in the roofline on the spans over the community courts.

Following the collapse of roofs in Eastern Europe in this last year where a lot of people were killed and injured, we are concerned that a major snowfall, which Southland has not experienced for 12 years, is due.  Having become aware that the roof is moving up to six inches under considerable wind loads, we have asked ourselves what the effect would be of a heavy snowfall that did not melt and its weight on the building.

Currently Tony Major is looking at how he can prevent the uplift occurring. Ray and I are more concerned with the loading on the roof through snow and the prevention of any accidents to people using the facilities.   Would you give your assessment of the roof your attention, for we want to be certain that the building is totally safe?

[39]     Mr Harris responded on 9 June 2006, confirming by reference to his design that the strength of the trusses over the community courts was adequate to support the design loads specified in the relevant codes, but advising that the Trust should investigate what was happening.  After confirming that his design calculations were correct, Mr Harris said that:

The  strengthened  trusses  were  precambered  to  ensure  that  the  truss deflections due to the self weight of the roof did not result in any visible sag. This needs to be checked.

[40]     He noted that the reported wind deflection of 106 mm (this appears to be an error; the Trust had reported deflections of six inches or approximately 150 mm) was higher than recommended and could contribute to potential maintenance issues.  He recommended that the Trust should investigate the following items:

1.Confirm where roof leaks are occurring or have occurred in the past and review roof fastening details particularly if the end bays are causing the problem;

2.Confirming  that  the  roof  light  glazing  has  been  installed  with adequate clearance to the aluminium mullions;

3.Check that the community court roof trusses have an upward camber at mid-span when carrying the roof self weight only;

4.That a visual inspection of the trust welds and support fixings is carried out by a suitably qualified person to determine if there are any signs of deterioration or fatigue;

5.That suitable ties or props are installed at mid-span of the trusses only if the roof movement is causing a problem with patrons and it is confirmed that maintenance issues are indeed caused by the roof deflection;

6.That thermal effect on the roofing is checked to ensure these are not contributing to the maintenance issues.

Finally, Mr Harris offered to review any further work thought necessary after each of these recommendations had been investigated.

[41]     The Trust  did  not  act  on  these recommendations.   The contemporaneous evidence indicates that Mr Harris’s recommendations 3 and 4 were ignored.   The minutes of a trustees’ meeting of 2 August 2006 refer to a need to address water ingress  but  state  that  Mr  Harris  had  said  flexibility  in  the  roof  structure  was acceptable and make no reference to his recommendations. The Trust’s stance now is that it had no need to act, for Mr Harris had assured it that the roof was safe so long as it had been built according to his design and the Council and Mr Major had both certified the work.

Collapse attributable to defective remedial work

[42]     It is not now in dispute that the collapse on 18 September 2010 commenced with the failure of truss one at the mid-span of the top chord, triggering a collapse

sequence on trusses one to five.   Although it was far from the only flaw in the remedial work, the evidence is that but for the missing weld atop the mid-span of truss one the roof would have withstood the snow load.

The project agreement and lease

[43]     The agreement, which was executed on 23 December 1999, recited that the Trust wished to “erect, construct, build” a leisure centre on Council land, and the Council had agreed to support the project by completing certain ground works and granting the Trust a lease in the form attached, subject to the Trust satisfying it that the Trust was able to complete the “project and arrangements” in Schedule 3. Schedule 3 stated that the Trust was “able to erect and build” an indoor leisure centre in accordance with plans and specifications provided in a resource management consent.   The Trust also agreed to accommodate specified sports, namely softball, tennis, netball and soccer.

[44]     The Trust and Council undertook to carry out the works respectively assigned to them under the agreement.  The Trust declared that it was “fully able” to complete the works, and it agreed to comply with all statutes, regulations and bylaws affecting the land and “in carrying out works in … Schedule 3 made or imposed on it by any authority.” The Trust indemnified the Council against any damage or injury resulting from the Trust building the stadium.

[45]     The  memorandum  of  lease  attached  to  the  project  agreement  had  been executed on 7 July 1999.  It contained an indemnity in similar terms at cl 23:

The  Lessee  [Trust]  shall  indemnify  and  keep  indemnified  the  Lessor [Council] from and against all actions, suits, claims, demands, proceedings, losses,  damages,  compensation,  costs,  charges  and  expenses  whatsoever which may arise during construction, erection or operation of any authorised building or works or activity (clause 4), including permitted alterations, maintenance and additions and including but not limited to accidents or injuries of whatsoever nature or kind and howsoever sustained or occasioned (and whether resulting in the destruction of any property or not) escape of fire, leakage of water, inflammable liquid or other liquid AND notwithstanding that any such actions, suits, claims, demands, proceedings, losses, damages, compensation, sums of money, costs, charges and expenses shall have resulted from any act or thing which the Lessee may be authorised or obliged to do under these presents and notwithstanding that any time waiver or other indulgence has been given to the Lessee in respect of any

obligation of the Lessee under this Lease PROVIDED ALWAYS AND IT IS HEREBY EXPRESSLY AGREED AND DECLARED that the obligations of the  Lessee  under this  clause  shall continue  after  the  expiration  or  other determination  of this  Lease  in  respect of any act, deed,  matter or thing happening before such expiration or determination.

The evidence is that the Council was already making a significant contribution by way of land and improvements and did not want to incur any additional liabilities for the construction.

[46]     The land was a designated reserve which could  be used only for limited purposes.  For that reason the lease was limited to 33 years with one right of renewal and specified that the Trust could not acquire the fee simple.  It further provided that the Trust was to insure the property and the Council could decide whether destroyed or damaged buildings would be reinstated, that the Trust was to take out public liability insurance for itself and the Council and, as noted earlier, that the property reverted to the Council on termination with no compensation for improvements.

The claim and defences

[47]     The Trust sued the Council in negligence and in negligent misstatement.  It pleaded that the Council owed it a duty of care when issuing building consents, when inspecting the works, when ensuring compliance with  the consents and building code, and when issuing code compliance certificates.  The misstatement claim rested on the code compliance certificate of 20 November 2000, alleging that the Council owed a duty to exercise reasonable care and skill when issuing it.8    The Trust was said in both causes of action to have relied on the Council, which acted negligently, and to have suffered loss as a result.

[48]     The Council’s defence put the Trust to proof and denied, among other things,

that it owed a duty of care and that the Trust relied on the Council.  It advanced other defences, some of which do not now concern us.  Several are of moment, however:

8 Neither the claim nor the defence invoked the later certificate of 9 April 2003, though steps taken by the Council before issuing that certificate assumed significance in the causation inquiry, as explained at [119]–[130] below.

(a)      It pleaded limitation.  It is common ground that limitation applied to all of the Council’s actions before the issue of the code compliance certificate   on   20   November   2000.      The   claim   was   filed   on

19 November  2010,  just  within  the  statutory  long-stop  limitation period of 10 years.

(b)It sought a declaration that because it had indemnified the Council the Trust could not recover its losses, relying on cl 23 of the lease.  It did not invoke cl 3.3 of the project agreement.

(c)       It denied causation and pleaded contributory negligence, saying that

the Trust’s failure to follow Mr Harris’ recommendations of 9 June

2006 caused its loss, because the inspection he recommended would have identified the welding defects.

(d)      Finally,  it  pleaded  betterment.    At  trial  it  quantified  this  sum  at

$1,542,002.

[49]     Mr Major was also sued.  He agreed to contribute $1 million and took no part in the trial.  He has been struck off the roll of professional engineers.

The duty of care issue

[50]   In the High Court the Council argued that Spencer on Byron could be distinguished on its facts because the Trust was effectively a developer;  it controlled the project, relying on its own experts and supervising the project itself.9

[51]     Dunningham J concluded shortly that the Council owed the Trust a duty of care, reasoning that Spencer on Byron had recognised a duty for all buildings subject to the 1991 Act’s regulatory regime, regardless of their type.10   Characteristics of the Trust as owner, such as its control over the construction process and relative lack of

vulnerability, were irrelevant,  as was the absence of any fee to the Council for

9 High Court judgment, above n 1, at [83].

10 At [96].

inspecting and certifying the work.11    The Judge noted that the trustees were volunteers reliant on grants and donations to fund the project, which placed them in a more vulnerable position than commercial building owners.12

[52]     Counsel addressed the Spencer on Byron duty in written submissions, but shortly before the hearing Mr Heaney filed a memorandum accepting that we were bound to apply it and reserving his challenge for further appeal.  He sought instead to have us distinguish Spencer on Byron.  We asked counsel to argue the duty, however, taking the view that we had to examine the duty in order to respond to the invitation to distinguish it. The duty question was argued accordingly.

The rule in Spencer on Byron

[53]     Actions are normally brought in negligence and in negligent misstatement, but  the  latter  usually  brings  no  additional  relief  because  the  local  authority’s negligent inspections are actionable in negligence,13  which does not require proof either that the Council knew its work would likely be relied on without independent inquiry or that the plaintiff actually relied on it.14   The authorities accordingly focus on negligence without distinguishing the negligent misstatement cause of action.

[54]     The leading authorities are the Supreme Court judgments in Sunset Terraces and Spencer on Byron, which must be read together.  In Sunset Terraces the Court affirmed and restated local authorities’ duty of care to homeowners, both original and subsequent, for negligent consenting and inspection.15     The plaintiffs owned apartments  in  two  residential  apartment  blocks.    They  had  not  commissioned

construction, although some had purchased from the developer.  The Court rejected

11 At [97].

12 At [98].

13     Spencer on Byron, above n 2, at [220] per McGrath and Chambers JJ.

14     Both of which are requirements in a misstatement claim:  Carter Holt Harvey Ltd v Minister of Education [2016] NZSC 95, [2017] 1 NZLR 78 at [80]–[85]; North Shore City Council v Attorney-General [The Grange] [2012] NZSC 49, [2012] 3 NZLR 341 at [189]; and Caparo Industries plc v Dickman [1990] 2 AC 605 (HL) at 638.

15     North Shore City Council v Body Corporate 188529 [2010] NZSC 158, [2011] 2 NZLR 289 [Sunset Terraces].

the Council’s argument that the longstanding Hamlin duty should be abandoned in light of changed circumstances or confined to traditional stand-alone dwellings.16

[55]     In Spencer on Byron the Court extended the duty of care to all premises regardless of nature.17   The plaintiffs owned hotel rooms or apartments in a 23-storey building.  The narrow question was whether the duty of care ought to be applied to premises containing a mixture of hotel and residential apartments.18    The Council’s alleged  negligence  was  said  to  engage  consenting,  inspecting  and  certifying functions.

[56]     The two judgments focused on building type because the defendant wanted to limit liability on that ground, among others, but the duty that emerges from these judgments is owed to owners.  The plaintiffs in both cases were owners (including bodies corporate), and their economic loss was the cost of repairing the defects. In Sunset Terraces the principal judgment stated that a non-owner occupant can only be protected through a duty to the owner, who suffered the loss and can undertake the remedial action.19

[57]     The Court in Spencer on Byron obliquely addressed the position of owners who  commission  construction,  when  addressing  the  Council’s  argument  that  to impose a duty of care was tantamount to a contractual warranty for which owners need not pay.20   McGrath and Chambers JJ reasoned that New Zealand law has never drawn a distinction between first and subsequent owners.21    They had in mind the opportunity that an owner who commissions construction has to contract with the inspecting authority for a fee.22   The Court was not required to address the rights, as

against a local authority, of an owner or contractor whose own carelessness was the

16     Invercargill City Council v Hamlin [1994] 3 NZLR 513 (CA). The result and reasons were upheld in Invercargill City Council v Hamlin [1996] 1 NZLR 513 (PC).

17     Spencer on Byron, above n 2, at [215]–[216] per McGrath and Chambers JJ.   Elias CJ and

Tipping J agreed at [22] and [26] respectively.

18     At [63] and [67].

19     Sunset Terraces, above n 15, at [53]. See also Spencer on Byron, above n 2, at [187].

20     Spencer on Byron, above n 2, at [188]–[190].

21 At [191]. It may be noted that the plaintiff in Invercargill City Council v Hamlin, above n 16, was a commissioning owner.

22     Spencer on Byron, above n 2, at [191]. Tipping J also referred at [27] to the commissioning

owner’s payment of a fee to the Council, finding that it confirmed proximity.

direct cause of the loss.  It did not examine authorities in which courts have excluded liability to such persons.23

[58]     The majority in Spencer on Byron readily found that a local authority is in a proximate relationship to a building owner.24    Policy considerations were neutral or favoured  a  duty.25    In  particular,  the  duty  is  not  generally  inconsistent  with contractual obligations, essentially because the building code establishes a baseline; no one can contract to erect a building that is not code-compliant.26

[59]     For the majority, the duty rests primarily on the Council’s statutory control of

construction processes and building standards.27  Tipping J explained that:28

It would be highly anomalous if proximity were held to exist in residential cases but not in those involving non-residential buildings. In each case the council controls the building process to ensure that it conforms with the building code.  In each case the person involved pays a fee to the council for the inspection and other work it does under the relevant legislation.  In each case it is eminently foreseeable that carelessness on the part of the council may cause loss to both the present owner and to subsequent owners.  And although the cause of action is in tort, the relationship between the parties in each case is close to a contractual one.

[60]     William Young J, dissenting, accepted that local authorities exercise control, but he saw that as a facet of foreseeability rather than the determinant of a duty, noting that in other settings regulatory control is not usually enough to sustain a duty

to prevent foreseeable loss.29

23     Three Meade Street Ltd v Rotorua District Council [2005] 1 NZLR 504 (HC) at [39]–[57]; Brichris Holdings Ltd v Auckland Council [2012] NZHC 2089 at [33]–[36] and [42]–[43]; and J W Harris & Son Ltd v Demolition & Roading Contractors (NZ) Ltd [1979] 2 NZLR 166 (SC) at 177–178. Compare Ingles v Tutkaluk Construction Ltd [2000] 1 SCR 298 at [39], in which it was held the negligence of an owner-builder does not absolve a council of its duties in respect of its powers of inspection.

24     Spencer on Byron, above n 2, at [10] per Elias CJ, [27]–[28] per Tipping J and [185] per

McGrath and Chambers JJ.

25 William Young J, dissenting, doubted whether the authorities established proximity and preferred to focus on the policy considerations: at [292].

26     At [39] per Tipping J and [193]–[194] per McGrath and Chambers JJ.

27     At [34]–[38] per Tipping J, and at [97] per McGrath and Chambers JJ.

28 At [27]. McGrath and Chambers JJ referred at [185] generally to Sunset Terraces, above n 15, in which control was emphasised in the principal judgment delivered by Tipping J at [32] and [50].

29     Spencer on Byron, above n 2, at [247].

[61]     Reliance was  discounted  as  a determinant  of the duty,  the Court  finding general reliance on the state of the law sufficient.30    The term “general reliance” is something of a misnomer, because the Court’s real point was that community expectations have reached the point where, as McGrath and Chambers JJ put it, “[a] plaintiff does not have to prove reliance as an element in the tort” and so need not show,  for  example,  that  the  local  authority’s  records  were  checked  before  the property purchase.31

[62]     It is important to emphasise at this point that the Court analysed the case in negligence, finding it unnecessary to distinguish the claim in negligent misstatement. It recognised that in negligent misstatement the plaintiff must prove reliance-in-fact, which was termed “specific” or “actual” reliance.32     For example, Tipping J held that “in misstatement cases reliance is necessary before there can be causation.  That is not necessarily so in other cases of negligence such as the present.”33

[63]     The Court also discounted vulnerability.  Tipping J characterised the concept as problematic,34  and McGrath and Chambers JJ considered it an unreliable foundation  for  policy.35    They  treated  vulnerability  as  a  characteristic  of  the individual, pointing out that some home owners may be sophisticated and wealthy, while some commercial  building owners may not.   They held that vulnerability should not be introduced into New Zealand law.36

[64]     The local authority’s duty has long rested on a corrective justice rationale,37 and that was affirmed in Spencer on Byron, Tipping J stating that the cost of liability for councils should incentivise them to take care.38     The Court also relied on a

distributive  justice  rationale,  reasoning  that  losses  are  appropriately  borne  by

30     At [35] and [38] per Tipping J, and at [199]–[201] per Chambers and McGrath JJ.   See also

Sunset Terraces, above n 15, at [48] and [50] per Tipping J.

31     Spencer on Byron, above n 2, at [201] and [220].

32     These terms were used by McGrath and Chambers JJ at [199] and [220].

33 At [34].

34 At [38].

35     At [197]–[198].

36 At [156].

37     Invercargill City Council v Hamlin, above n 16, at 524–525 and 527.

38     Spencer on Byron, above n 2, at [50] and [105].

ratepayers because the whole community benefits if buildings are made safe and healthy.39

Does the rule in Spencer on Byron apply here?

[65]     We are asked to distinguish Spencer on Byron and disapply the rule that a local authority owes a duty of care to a commercial building owner.

[66]     By   way   of   introduction,   I   observe   that   Spencer   on   Byron,   like Sunset Terraces, was decided on a strike-out application, so the facts were assumed, not  found.40      As  a  result,  the  facts  recorded  were  quite  limited  and  abstract. For example, the Supreme Court did not describe the network of contracts under which the building was constructed and the apartments sold to the plaintiffs.  This matters because, of course, the doctrine of stare decisis holds that an inferior court called upon to distinguish a precedent must decide, by reference to the facts before it, what were the precedent’s salient facts and whether they differ materially.

[67]     Also by way of introduction, Spencer on Byron states a rule, meaning that the Court made an ex ante decision about what consequences will follow once certain facts are found.  It is a characteristic of rules that the facts necessary to trigger them may  be  limited  deliberately,  the  rule-maker  reasoning  that  predictability  and efficiency justify excluding other facts that might be thought relevant in any given case.   This rationale was undoubtedly at work in Sunset Terraces and Spencer on Byron; it was one of the principal reasons for refusing to limit the duty by reference

to considerations such as building type, size, configuration or value, or ownership

39     At [52] and [203].  See Invercargill City Council v Hamlin, above n 16, at 525; and Stieller v

Porirua City Council [1986] 1 NZLR 84 (CA) at 94.

40     Summary judgment had also been entered for the Council in this Court’s judgment under appeal in Spencer on Byron, above n 2: North Shore City Council v Body Corporate 207624 [2011] NZCA 164, [2011] 2 NZLR 744.

type or structure.41    It rests on an assumption, empirical in nature, that the rule is generally accurate; put another way, that in operation it is not likely to produce many, or egregious, departures from what courts seised of the facts of later cases would do. As I see it, fidelity to the rule accordingly requires that an inferior court should employ a materiality threshold when deciding whether to distinguish Spencer on Byron on the facts.

[68]     The facts that the Supreme Court found necessary to trigger the rule are few and plain; the plaintiff must be a building owner and the defendant local authority must have performed a statutory function in connection with the building’s construction.  As I explain below, under the 1991 Act the applicable functions were consenting and certifying.

[69]     The first potential point of distinction, for purposes of this case, is that the Supreme Court was not dealing in either Sunset Terraces or Spencer on Byron with plaintiffs who were commissioning owners.  It is clear that a local authority cannot defend a subsequent owner’s claim by arguing that the commissioning owner could have secured protection, for itself and subsequent owners, in its contracts with professional advisers and other third parties;  rather, courts require them to bear an appropriate  share  of  the  liability.42     Contrary  to  Mr  Ring’s  submission,  the Supreme Court did not  hold in  Sunset Terraces  that professional involvement is always irrelevant; put another way, that such involvement may never qualify the local  authority’s  duty  of  care  to  the  commissioning  owner  who  engaged  the

advisers.43

41     In Sunset Terraces, above n 15, the Court declined to limit the duty by reference to these considerations, reasoning both that there was no principled reason for doing so and (at [49]) that the “duty must be capable of reasonably clear and consistent administration”.  In that case, the intended use of the building was described at [54] as a “reasonably workable” test which best satisfied the “need for clarity of application”.   In  Spencer on Byron, above n 2, the same difficulty in drawing workable distinctions arose; the narrow issue was whether the duty ought to be applied to buildings containing a mix of hotel and residential apartments.  William Young J at [298]–[299] also  explained that  Sunset  Terraces  was  based  on  reliance but  for  reasons of practicality liability does not depend on the level of reliance that each separate plaintiff can establish. The Court’s reluctance to adopt vulnerability, as the Court interpreted that quality, may also be attributable to reluctance to have cases turn on the personal characteristics of plaintiffs.

42     Sunset Terraces, above n 15, at [50]. The Court’s reasoning was adopted in Spencer on Byron, above n 2, at [9], [67] and [195].

43     This point was made by William Young J in his judgment in this Court in North Shore City Council v Body Corporate 188529 [Sunset Terraces] [2010] NZCA 64, [2010] 3 NZLR 486 at [150].

[70]     Second, some of the judgments reason that a local authority’s tortious liability will not clash with the contractual liability of contractors and advisers to the owner because no one can be party to a contract that does not comply with the building code.  The point being made — a policy consideration — was that conflict between contract and tort could be discounted because the building code sets the same minimum standard for both.  As a matter of fact, people can and sometimes do enter into particular contracts that do not oblige a supplier or subcontractor to achieve code compliance,44 and this may not matter from a policy perspective so long as responsibility for code compliance is assigned to someone in the matrix, such as a head contractor or engineer.  What matters for present purposes is that the Court was engaging in a policy discussion, not denying the possibility that contract and tort may clash on the facts in particular cases.    On our facts, which are very unusual, the Council claims that its contract with the Trust exempts it from tortious liability for failing to police the building code.  I deal with the Council’s claim to an indemnity from [141] below.  For present purposes, its significance is that whether or not that claim succeeds, the contract arguably may qualify or exclude anticipated or actual reliance and so affect any duty of care in negligent misstatement.

[71] Third, it will be recalled that the Trust brought its claim in negligent misstatement and in negligence but, as noted at [48] above, limitation applied to the Council’s actions before 20 November 2000. Dunningham J accordingly proceeded on the basis — not in dispute on appeal — that the Trust’s claim rested on the negligent issue of the code compliance certificate on that date and not upon any earlier acts or omissions, such as inspections.45 (Antecedent negligence may be taken into account when deciding whether the code compliance certificate was carelessly issued, but that is a different point.)

[72]     It follows that this is a negligent misstatement case, meaning that specific reliance  must  be  proved.     Here  I  follow  Spencer  on  Byron,  in  which  the

Supreme Court  assumed  that  a  claim  on  a  code  compliance  certificate  must  be

44     This possibility is discussed in the judgment of William Young J in Spencer on Byron, above n 2, at [302]–[305], instancing a subcontractor assigned to build concrete foundations to a specified design that happened to be inadequate.  For examples, see Koria v Hardy [2013] NZHC 3178; and Auckland City Council v Grgicevich HC Auckland CIV-2007-404-6712, 17 December 2010.

45 High Court judgment, above n 1, at [81].

brought in negligent misstatement: McGrath and Chambers JJ discussed code compliance certificates under the misstatement heading and Tipping J cited the Court’s judgment in Marlborough District Council v Altimarloch, in which it was held that a claim may be brought in negligent misstatement upon a Land Information Memorandum (LIM).46   The same premise is evident in Sunset Terraces, in which a code compliance certificate was never issued but the Court held that a local authority may be liable, independently of the certificate and in negligence, for inspections.47

[73]     Perhaps courts might characterise a code compliance certificate as an act rather than a statement:  it is a formal step supported by rights for information and of inspection, it may be a prerequisite to sale and some uses, and liability in negligence simpliciter may introduce no risk of indeterminacy.  But we did not hear argument on this point and we lack the information needed to assess its wider implications.  By way  of  illustration,  an  important  theme  of  the  Supreme  Court  judgments  in Sunset Terraces  and  Spencer  on  Byron  is  that  the Court  was  imposing on  local authorities a liability for economic loss no more extensive than that borne by other participants,  and  if  that  principle  is  to  be  maintained  their  position  must  be considered too.48   As just noted, Tipping J also drew a parallel with claims on LIMs. I proceed accordingly on the basis that a claim on a code compliance certificate alone — that is, a claim not founded on any antecedent inspections — must lie in negligent misstatement.49

[74]     Fourth, the Supreme Court discounted vulnerability as noted above, Tipping J describing it as problematic and unnecessary (since control justified the duty), and McGrath and Chambers JJ holding that it should not be introduced into New Zealand law.   In this respect the Court departed from the approach taken in, for example, Rolls Royce New Zealand Ltd v Carter Holt Harvey Ltd (Rolls Royce) and Ministry

of Education v Econicorp Holdings Ltd, in which this Court had treated vulnerability

46     Spencer on Byron, above n 2, at [219]–[222]; and Marlborough District Council v Altimarloch

[2012] NZSC 11, [2012] 2 NZLR 726, cited in Spencer on Byron, above n 2, at [49].

47     Sunset Terraces, above n 15, at [60]–[62].

48     Spencer on Byron, above n 2, at [302].

49     At [49] and [219].

as a dimension of proximity.50   The Supreme Court has since cautiously qualified its view  of  vulnerability  in   Carter  Holt  Harvey  Ltd  v  Minister  of  Education (Carter Holt).51     The Court there doubted whether it is realistic to expect those entering building contracts to secure full warranties and noted that, although the Minister of Education is a sophisticated property owner, she could not be expected to know of the latent defects in issue.52    What matters for our purposes is that in that case the Court treated vulnerability as a relevant consideration and a question of fact for trial.   It also recognised that the contractual matrix might preclude proximity, while not being persuaded that the point could be decided summarily — the case was another strike-out application — for the defendants.53    It implicitly accepted that a “specifically  designed”  contractual  regime,  such  as  that  in  Rolls  Royce,  might exclude proximity.54

[75]     Following Carter Holt the New Zealand position appears now to be that vulnerability is a relevant consideration when deciding whether a duty was owed to a building owner.  Subsequent owners, and other owners who did not have a practical opportunity to protect themselves in contract, will likely be considered vulnerable as a class.55   For those who commission construction, vulnerability is a question of fact to be decided at trial by reference to the contractual matrix.

[76]     As I see it, this approach is reconcilable with Spencer on Byron, in which the principal judgment recognised that duty in “grey area” cases is always a question of judicial judgment.56   Cases in which a court is dealing with a commissioning owner may turn out to exhibit features, such as a particular contractual matrix, that put them

into the marginal or “grey area” category.

50     Rolls Royce New Zealand Ltd v Carter Holt Harvey Ltd [2005] 1 NZLR 324 (CA) at [61]; and Ministry of Education v Econicorp Holdings Ltd [2011] NZCA 450, [2012] 1 NZLR 36 at [27], [44]–[45] and [91]–[96].

51     Carter Holt Harvey Ltd v Minister of Education, above n 14.

52     At [54]–[55].

53     At [26]–[28].

54 At [25].

55     Vulnerability is to be assessed in terms of a class: Carter Holt Harvey v Minister of Education, above n 14, at [54]; and Spencer on Byron, above n 2, at [197]–[198].

56     Spencer on Byron, above n 2, at [184] citing South Pacific Manufacturing Co Ltd v New Zealand Security Consultants and Investigations Ltd [1992] 2 NZLR 282 (CA) at 294 and The Grange, above n 14, at [161].

[77]     I accept, of course, that we are here dealing with a local authority and an owner, not, as in Carter Holt, the parties to a building contract.  It is less likely that a local authority can exclude the relationship of proximity that ordinarily flows from its exercise of statutory functions, but vulnerability remains a relevant consideration. Notably, there may be circumstances in which the commissioning owner has through contract assumed specific control of the relevant risk, choosing not to rely on the local authority.  The Council says this is such a case.  By recognising that for some owners the duty may turn on contractual considerations, Carter Holt may introduce such an owner’s control-in-fact over the relevant aspect of construction, pursuant to contracts actually entered, as a relevant consideration when considering whether a duty was owed to that owner.

[202]   Mr Ring also emphasised Mr Smith’s evidence.  He was apparently involved throughout the construction process.  He confirmed the trustees’ concern following discovery in late 1999 of Mr Major’s defective engineering design.  Mr Smith said this in his brief of evidence:

20.The trustees wanted an assurance from Mr McCulloch and Mr Major that the current structure had integrity, was safe, complied with acceptable  design  standards,  and  would  remain  intact  for  the expected life of the building.   We also asked that an independent engineer certify that the structure, following the remedial action, would be sound, would comply with acceptable design standards and could  be  safely  accepted  by  the  trustees.     I  suggested  that Mr McCulloch engage Maurice Harris as I had used him previously on an unrelated job and thought he did good work.

[203]   Mr Smith’s  evidence  detailed  the  steps  taken  by  the Trust  to  ensure  the necessary remedial  work  on  the trusses  was  properly designed,  constructed and overseen by its own agents.  Mr Smith said:

34.From the Trust’s perspective, we were concerned to ensure that the appropriate regulatory and expert approval was given to the work and was delivered.   From my point of view I was satisfied that Harris’ review had been thorough, that he had peer reviewed the design of the truss modification and found it satisfactory, and that his and Mr Major’s certificates were conclusive on that point.  Similarly, the Council certified that the construction, including the community court trusses, complied with the New Zealand building code and sent this to the Trust.   I, and the other trustees, had no reason to look behind those certificates and assurances, and we believe that we had a stadium which had been properly designed and constructed.

[204]   Mr Smith  referred  to  the  stadium’s  opening  on  25  March  2000  and  his assumption that it was accordingly ready and able for use given the Trust’s receipt from the Council of 10  interim code compliance certificates  relating to various discrete aspects of the code, as well as a building statement of fitness.  He concluded by noting that:

37.… We were at all times reliant on the advice we received from the contractors and advisers we engaged.   When we received the appropriate assurances and certificates from those experts and from the Council, we relied on them as establishing that the building had been properly constructed.   That was especially so because of the scrutiny I knew had been brought to bear on the original design mistakes.  Accordingly, when the stadium opened, I believe that the stadium was sound, safe, and compliant with the relevant conditions.

(Our emphasis.)

[205]   In our judgment Mr Smith’s evidence is significant in confirming the Trust’s

election to open formally and immediately begin using the stadium on 25 March

2000 without obtaining certification for the defective trusses.  His evidence confirms that the Trust had engaged the steel fabricator to ensure the remedial work was expertly carried out, as well as Mr Major (who was responsible for issuing the PS4) to inspect the work, ensure compliance with Mr Harris’ remedial design and confirm completion to the Council accordingly.  But it decided to open and operate without certificates from the Council for the relevant remedial works.   The Trust cannot plausibly assert that it relied on the certificate for the particular purpose of protection from the financial consequences of defects at the time the stadium was opened.

[206]   The evidence supports these additional findings on reliance:

(a)      The Trust and its agents were indifferent throughout to compliance with its obligations under the certification process.  In particular, after the Council issued the interim certificate of code compliance with the conditions of consent for building work other than the remedial work on 24 March 2000, the Trust lost interest in obtaining the Council’s final certification for amendment 1.  The Trust opened and operated the  stadium  as  a  public  facility  for  at  least  six  months  without obtaining the relevant certificate of code compliance and was apparently content to treat the interim certification process, which excluded the remedial work, as sufficient for its purposes.  The Trust took  no  steps  to  satisfy  the  Council’s  requisitions  subsequent  to

25 March 2000.  Instead, it was the Council which in fact continually reminded the Trust of its failure to comply.  The Trust’s request for a final certificate was simply generated by its desire to satisfy liquor licensing purposes.

(b)The Trust and the Council did not treat what purported to be the final certificate as final in fact.  Both parties treated it as a further interim or pro forma step.  The Trust knew of its continuing failure to comply with  the  conditions  of  the  building  consent  despite  the  certificate being issued. And we infer that it did not rely on the document in any meaningful  way.     The  Trust  then  followed  the  same  desultory practices as before.  Contrary to its pleaded case, we are satisfied that the Trust did not place any actionable reliance on the certificate but simply treated it as an immaterial part of a technical continuum.

(c)      When applying for the certificate on 1 March 2000, the Trust had wrongly advised that the building work had been completed “to the extent required by [the] building consent … [for the remedial work]”. Not only was the work not completed to that standard (as the subsequent collapse proved) but the Trust also knew that it had failed continually to satisfy the conditions of consent, including Mr Major’s

obligation to confirm the precamber alignment and provide a PS4 for the remedial work.

[207]   Together these findings of fact lead us to the conclusion that the Trust did not rely in fact on the Council’s certificate for the purpose of avoiding financial loss resulting from the building defects caused by its agents’ negligence.

Contributory negligence, indemnity and betterment

[208]   We add two points on contributory negligence.  First, it is surprising that the Council did not plead a defence of contributory negligence relating to the Trust’s claim based on its provision of the certificate.  In the event that the Council was held to owe a duty of care to the Trust, it would have been entitled to argue that the Trust contributed substantially to its own damage through its agent’s negligence — their fault was attributable to the Trust on the principles we have earlier discussed.   In terms  of  causal  potency  and  relative  blameworthiness,  which  engage  the  same factors which we have addressed within our duty and reliance analysis, the Trust would have been exposed to a contribution finding in excess of 50 per cent.

[209]   Second, we agree with Miller J for the reasons he gives that, if the Council was liable, an award of damages should be reduced by 50 per cent on account of the Trust’s contributory negligence to its own damage in 2006.173

[210]   Finally, in the event that we are wrong on liability, we agree with Miller J that the Council’s claim to contractual indemnity is unsustainable and that the Trust’s cross-appeal   against   Dunningham   J’s   allowance   for   betterment   should   be

dismissed.174

173 See [140] above.

174 See [141]–[157] above.

Result

[211] For these reasons we agree that the appeal and cross-appeal should be determined as set out in the judgment of Miller J with the consequences he has described.175

Solicitors:

Heaney & Partners, Auckland for Appellant

Young Hunter, Christchurch for Respondent

175 See [158]–[160] above.

Actions
Download as PDF Download as Word Document

Most Recent Citation
Wiliams v Hacking [2017] NZHC 799

Cases Citing This Decision

10

Sole v Hutton [2025] NZHC 430
Cases Cited

9

Statutory Material Cited

0