[2015] VCAT 113
General information, not legal advice.
Victorian Civil and Administrative Tribunal
2015-02-05
Original judgment source is linked above.
Allegation 1 - ground for inquiry - paragraph 179 (1) (b)
That on or about 6 December 2007 in relation to building work at ... Donvale, being the construction of the dwelling, you failed to carry out your work as a building practitioner in a competent manner and to a professional standard and therefore failed to comply with regulation 1502 (a) of the Building Regulations 2006 in that, in your capacity as an inspector appointed by the relevant building surveyor to carry out inspections, you carried out and approved the frame inspection when there were defects and deficiencies in the building work which should have been rectified prior to the frame being approved.
Particulars
The defects and deficiencies are set out in paragraphs 3.3 (i), (ii), (iv), (v), (vi), (viii), and (ix) of the Technical Assessment Report of Rob Fenton dated 6 April 2013.
(2) In determining a proceeding for review of a decision the Tribunal may, by order -
(a) affirm the decision under review;
(b) vary the decision under review;
(c) set aside the decision under review and make another decision in substitution for it; or
(d) set aside the decision under review and remit the matter for re-consideration by the decision-maker in accordance with any directions or recommendations of the Tribunal.
3.3 Was the building inspector correct in approving the frame and final inspections?
The Frame has defects and deficiencies which the building inspector should have noticed and which should have been rectified prior to the frame being approved. These include the following:
..
...
(ii) Several upper floor steel posts which support roof loads are not located over lower floor posts, but are bearing on all plates between studs. They are therefore not adequately supported.
(iii) The timbers [which] were used for the floor joists and bearers of the large deck are not in accordance with the structural drawings, and are not of a type suitable for exposed external use.
(iv) The timber balustrade post at the south-west corner of the large deck does not have adequate connection at the base.
(v) At the time the builder finished his works, it appears that there was natural rock directly against the bottom approx 600 mm of the lower floor east wall. This wall is an unprotected fibre cement clad stud wall, and the batter on the east side of the wall was sloping down towards the wall. This situation would not comply with the BCA as it is a situation which results in rain run off running down the wall and into the sub floor space under the wall...
(vi) The cantilevered steel outrigger which supports the fascia beam above the east side of the large deck was welded to the L7 steel channel lintel but should been welded directly to the C1 steel post.
(vii) The E-Joists of the upper floor do not have end blocking and midspan blocking.
(viii) The rendered lightweight wall cladding did not have control joints.
...
Item 3.3(ii) - Inadequate support of roof loads
At the time when I picked up the load paths that were blocked the specific instruction was to double block or block under the load paths, and the blocking was to be two pieces of stud material laminated together nailed up under the top plate and nailed to the two side studs. This, as I said - as Mr Fenton says, this is relatively common; you see this very often with girder trusses or point loads coming down where the builder has not put a stud under the load. And rather than allow the top plate to carry that load you put the block in simply to spread the load onto the two studs. Now, when I gave the instructions one of the young carpenters started work on the load paths, already started doing it before I finished, so I had no - honestly had no doubt that they would continue on and finish of all the blocking. And the system in the office at that time was - based around that principle. If it something relatively minor, not something that is going to make the frame fall down, if it something relatively minor you issue the instruction and let the builder get on with it.[2]
... The Board asked the Practitioner given that the blocking had not been installed in the location identified with the Fenton report, what was his view now regarding his inspection practices? The Practitioner responded: "it doesn't work. And perhaps no matter how minor the fault with the frame it should not be approved, period, and reinspected". [3]
Please monitor all the load paths and ensure that blocking is installed to all the load paths.
... if the change doesn't have any remote chance of complying with standards, the requirements of the standards, then of course it would not be approved. But where it does comply with the standard, then it becomes a variation or an amendment to the permit documentation. So you go back to the RBS you say, "All right, they've decided to use this system and not that system, if that's not in accordance with the drawings they need to send you in the amended drawings or it least certification from the engineer."[4]
It was never - it was originally designed as a one of these see-through type balustrades because the original owner didn't want the capping rail interfering with their view, and I said "No, you can't do that, it's not going to hold; you've got x number of wires and the amount of tension you're going to need on those wires will snap the posts and pull any post off the wall." So he was told, "Yes, you've got to change it and make it work. Capping rail, extra spaces to reduce spam, thus reducing the tension. The stand-alone post has got to be adequately affixed to the wall. You've got to use something decent to hold the thing onto the wall." And when I did the final I checked the wires and they were reasonably tight. I didn't have a tension meter but they were certainly tight. And there was absolutely no gap, no movement on that end post. So having checked that I presumed of course that he's done the right fittings. I don't know what else I could have done. I couldn't pull the thing apart and check. I did everything that I thought...[5]
Item 3.3(v) Rock against the lower floor east wall
... With the drains it's my understanding that subsurface drains, including agi drains, have to be installed by the plumber ... But I was always under the impression that subsurface drainage was included in the plumbing certificate. And from memory - and I can't - I have to find it - but from memory there was supposed to be an agi drain behind that - in front of that batter. Now, if it wasn't installed then I wouldn't even know about it until something happened, which has obviously happened. The plumbing certificate was duly issued, all drains, plumbing being carried out and certified by the plumber. I'm at a loss as to how I can be expected to see drainage and be a drainage inspector; I'm not. I'm not qualified, I don't - have the authority to do that. As I said at the time of my frame inspection, it was clear, clear and clean. There was no - no reason for me to expect that a bucketload of water was going to come down and wash everything under the floor and up against the wall. By the time the frame was finished and the final inspection was done you'd expect the drains to be in, connected and working, and then you'd rely on the plumbing certificate for that, which was duly requested and duly provided. So if you look at the plumbing certificate it says "Subsurface drainage", it says "Stormwater." It's sort of looking, it's saying inspectors got to try and second-guess the plumber and everyone.[6]
... Well, I think in this case - I mean Mr Vosti is correct in one sense there, but I think in this case it was like a special circumstance. Like what Mr Vosti, I think, is saying is if you had like a formal framing inspection, a final inspection, and there had been various agi-drains specified, and if you have a plumber who'd sort of provide certificates if they'd all been installed you would accept that. But in this case because it's an unusual situation; you've actually got like this exposed batter right up against the wall and extending up above the bottom of the wall, its actually, it's not like a normal drainage situation, it's actually - it's an unusual situation and it's one I think that just leaves the building very vulnerable.[7]
... the back of the wall was close to the - very close to the slope - sloping rock face, because it was a rock face at the bottom with another layer of cladding it would be impossible, in my opinion, to put it in afterwards, because you couldn't excavate the rock in a very narrow space.[8]
34 Inspections of mandatory notification stages
On being notified that a mandatory notification stage has been completed, the relevant building surveyor must cause the building work concerned to be inspected.
... It is quite a wide ease [sic] overhang along the back of the deck there where the doors enter the deck. About half way along it was - it's shown on the construction drawings being supported by a steel outrigger which is welded to the post, which would give a reasonably stiff result. But in effect it appears that the outrigger was welded to the channel beam which was provided to support the wall and the roof at that location. So that would give a less stiff effect. And there was a string line running along so we were able to measure how far it had sagged. And it had sagged.[9]
... The main reason was that no mid-span blocking was required ... the floor is a double floor; it's a chipboard floor with strip flooring on top ... There's no possibility of those e-joists twisting. No chance. The whole house would have to tear itself apart before those connections would let go. You've got connections at roughly 150 to 300 across every joist ... they're connected at the bottom. For them to roll means that the whole frame is literally falling apart. And given that it lies at the end of a relatively short span, they weren't huge spans, end blocking was not considered practical. It just didn't seem - I couldn't see the reason for end blocking with the connections that are there, it's just - you've got platform on top; you've got solid connection on the bottom, and unless the platform starts to tear itself apart there is no possibility of those beams twisting or rolling. It just cannot happen. And if that does happen then our whole system is going to fall over.[10]
Item 3.3(viii) The wall did not have control joints
(1) On an inquiry into the conduct of a registered building practitioner, the Building Practitioners Board [or the Tribunal on review] may make any one or more of the decisions mentioned in subsection (2) if it finds that the registered building practitioner -
...
(b) has failed to comply with this Act or the regulation; or...
(2) The following are the decisions which the Board [or the Tribunal on review] may make -
(a) to reprimand the person;
(b) to require the person to pay the costs of or incidental to the inquiry;
(c) to require the person to give an undertaking not to do a specified thing;
(ca) to require the person to complete a specified course of training;
(d) to impose a fine of not more than 100 penalty units unless -
(i) a charge has been filed in the Magistrates Court in respect of the matter; or
(ii) the matter has been dealt with by a court exercising its criminal jurisdiction; or
(iii) the matter has been dealt with by the issue of an infringement notice;
(e) to suspend registration for not more than 3 years;
(f) to cancel registration;
(g) to disqualify the person from being registered for a specified period of up to 3 years.
37 Directions as to work
(1) After inspecting the building work, the relevant building surveyor or a person acting on behalf of the relevant building surveyor may direct the person who is in charge of carrying out the building work to carry out work so that the building work complies fully or substantially with the building permit issued in respect of the work, this Act or the building regulations, as the case requires.
(2) If a person fails to comply with a direction under this section, the relevant building surveyor may cause a building notice to be issued under Part 8 or may take any other action permitted by this Act or the building regulations.
(3) A direction may be given orally or in writing.
(4) If a direction is given orally, the person who gave the direction must confirm it in writing without delay to the person to whom the direction was given.
Secondly, as the Tribunal is acting as a professional disciplinary tribunal, the deterrent effect is a key element in assessing an appropriate penalty. In Quinn, Maxwell P noted the role of both specific and general deterrence in determining an appropriate penalty in these types of proceedings:
The available sanctions are, by their nature, punitive, and the objectives of specific and general deterrence - which serve the protection of the public - depend upon the sanctions having punitive effect.[15]
The concept of general deterrence of others by the punishment of an offender is that an understanding that an offence is followed by substantial adverse consequences will prevent others from committing the offence. Related to general deterrence is the proposition that in deciding an appropriate penalty the Tribunal may have regard to the effect by which its order will have on the understanding, in the profession and amongst the public, of the standard of behaviour required of solicitors.[17]
When the Tribunal formulates a sanction, it must take into account all relevant matters, in much the same way that a sentencing judge is required to take into account all relevant matters when synthesizing a sentence.[19]
In assessing specific deterrence, there must be an assessment as to how the penalty reflects the behaviour of the accused. In Brott, Judge Ross also noted that this factor involves:
A consideration in relation to specific deterrence is the extent to which a practitioner displays an insight into his wrongdoing such as to demonstrate an appreciation of what has been done was wrong and must not recur.[20]
Protection of the reputation of the profession
The relevance of delay lies rather in the effect which the lapse of time - however caused - has on the accused. Delay constitutes a powerful mitigating factor. In particular, it focuses attention on issues of rehabilitation and fairness. As the Court of Criminal Appeal of Western Australia said in 1983 in Duncan v R:
... where, prior to sentence, there has been a lengthy process of rehabilitation and the evidence did not indicate a need to protect society from the applicant, the punitive and deterrent aspects of the sentencing process should not be allowed to prevail so as to possibly destroy the results of the rehabilitation.
... The very fact of a long delay in bringing the matter to court which led the applicant to have this matter hanging over his head for nearly 4 years is rightly prayed in aid on his behalf.
As Vincent A.J.A. pointed out in R v Schwabegger, a legitimate sense of unfairness can develop when the criminal justice process proceeds in what can be perceived as too leisurely fashion...[22]
I have mentioned that the Board referred to a reprimand as trivialising a serious lapse in professional standards. I am not able to agree with the Board that a reprimand is a trivial penalty. It may be inappropriate or inadequate in many circumstances, but a reprimand, to a professional person, has the potential for serious adverse implications.[25]
[20] ... The power in s 179(2)(b) of the Building Act 1993 (Vic) to require a person to pay costs is not dependent on the Board having to produce invoices or any of the other documents which Mr John Noce's solicitors demanded. Nor is the power dependent upon the notion of "reasonableness" applicable to the incurrence of costs in litigation. No doubt costs incurred need to be reasonably incurred in the broad sense in which reasonableness is used in the context of judicial review that no more special meaning of the word "reasonable" is incorporated into the provision such as may be found in relation to the award of costs by a court as between parties to a dispute.
SENIOR MEMBER E RIEGLER
[1] See further Shi v Migration Agents Registrations Authority (2008) 235 CLR 287 at [247] per Kiefel J; and Collector of Customs (NSW) v Brian Lawlor Automotive Pty Ltd [1979] FCA 21; (1979) 24 ALR 307 at 335 per Smithers J.
[2] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 17.
[3] Reasons for Decision at paragraph 1.4 (d).
[4] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 22.
[5]Transcript of Inquiry proceeding conducted on 26 February 2014 at page 28.
[6] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 33.
[7] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 32.
[8] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 59.
[9] Transcript of Inquiry proceeding conducted on 26 February 2014 at page 35.
[10] Transcript of Inquiry proceeding conducted on 26 February 2014 at pages 40-41.
[11] Reg. 1502 of the Building Regulations 2006.
[12] [2014] VCAT 793 at [97].
[18] [2013] VSCA 142. cited in Stirling at [65].
[20] Legal Services Commissioner v Mathew Stirling [2013] VSCA 374 at [60].
[23] Transcript of Inquiry proceeding conducted on 26 February 2014 at pages 22, 36 and 37.
O'Hehir
Building Practitioners Board
(2008) 235 CLR 287
(1979) 24 ALR 307
(2007) 14 VR 292