[2016] VCAT 1732
General information, not legal advice.
Victorian Civil and Administrative Tribunal
2016-10-14
Original judgment source is linked above.
"... carefully turned his mind to the novel issue, consulted fellow practitioners and declined to require a building permit where it presented no advantage to him (commercial or otherwise)."[22]
Site B, 51-53 Glen Eira Road, Ripponlea - Allegations 4 to 7
"Both the original approved building site plan and subsequent amended site plan do not indicate the allotment boundary dimensions or location of party wall easements as evident on the certificate of title ... It is noted that the approved drawings do contain a general note that all dimensions are to be verified on site prior to the commencement of any construction."[24]
"... my personal opinion is it is unclear as it's not dimensioned or any allotment boundary dimensions are applied to any of those."[26]
"Because again, that the information contained within the case file did not depict the location of easements as required by s.302 of the regulations. It did not depict the dimensions of the allotment boundaries and the proximity of the wall in relation to those boundaries."[27]
"I do concede that the party wall easement was not shown on the drawing and I believe the allotment dimensions were not shown, but the scope of the building works and the location of the proposed building works were quite clearly depicted on the drawings."[28]
"... one of your allegations is that the building surveyor failed to require protection works, is that correct?---Is that - my opinion was that the building surveyor exercised poor judgment in not requiring protection works for that particular extent of work, yes."[31]
"The industry practice, and you know, albeit prudent practice, would be to ensure obviously the safety of the adjoining property, which not only extends to the physical property - persons, therefore to construct that wall on that line - not only would it almost be impossible to physically do that without persons being within that air space, you need to have methods of protection to ensure that bricks or however that's carried out, does not fall and damage not only property or persons ... And that - that determination's solely within the responsibility of the RBS at the time."[32]
"● Our understanding is that there were no protection works required to be carried out. We further understand that there was open dialogue between the neighbours during the early stages of construction. Both parties have been neighbours for a number of years.
"In this case, I was never notified by anyone that there was an issue with damage being caused to the adjoining property until 12 months later when I received the letter from the Building Commission making up the items that were the subject of the complaint by the adjoining owner."[46]
"... the first communication I've had with Ms Rishworth, and there was open dialogue from April 12."[47]
"... the Tribunal can be reasonably satisfied that Mr Tsaganas failed to take appropriate action in a timely manner, having been made aware of a complaint about damage to an adjoining property and about an alleged encroachment of building work."[49]
Site - 10 Hanke Place, Sunbury - Allegations 8, 9, 10 and 12
"You can use any material as long as it fits the testing regime, but then the Regulations also say that you need to (as RBS) - you know, have - to be satisfied with what you're approving."[60]
"The relevant building surveyor must estimate the costs of the building work for which the application is sought (including the cost of labour and materials) having regard to the information given under sub-section (4)(a) or (b) and must without delay give written notice of the estimate and amount of levy payable to the applicant."
"Yes, and what would be the cost of the barrier, say, in this case for this particular site at Hanke Place?---Who would know?
All right, so you can't - - -?---No one has told us.
Twenty thousand?---We're still waiting for the relevant building surveyor to give us an amended building permit with all that information."[65]
"We don't normally question the value of work when it's come to us in that fashion."[67]
"In my view, the Act clearly imposes an obligation on building surveyors to conduct some evaluation of the cost of the proposed building work. In that regard, they may have regard to the contract price, if a contract exists. Alternatively, if there is no contract there must be sufficient information available to enable the building surveyor to estimate the cost of the building work. A figure stated in the permit application, of itself, may not constitute sufficient information. Ultimately, the building surveyor must exercise his or her judgment as to what is sufficient information."[69]
Site - Various sites within City of Greater Dandenong
"The relevant building surveyor must not issue an occupancy permit under [Division 1 of Part 5] -
(a) unless the building, or part of the building, to which the permit applies is suitable for occupation; and
(b) if plumbing work for which section 221ZH required the issue of a compliance certificate was carried out in conjunction with the building work on the building or part of the building in respect of which the permit is sought, unless the building surveyor has seen a copy of the compliance certificate."
"The builder shall ensure that all storm water drainage works are constructed in accordance with the Council's and Melbourne Water's requirements."
"I relied very heavily on the s.32 of the sale of property where it details the various inspections and the letter from the council saying everything had been completed. What the issue was the master bedroom ensuite had not been fitted to. It was plumbed out, everything was ready to go but it had never been plumbed - it had never been fitted out."[71]
"We had to cut a hole in the floor to find out the landscape below ground - well, downstairs and that's when we found the 2,000 litres of water encapsulated in the downstairs."[72]
"He came to site and he said there was no agricultural drain, it was not his problem.[74]
"... do you accept that the presence of the agricultural drain on 20 March 2008 was crucial to this building being fit for occupation?---Yes.[75]
"Mr Tsaganas approached me yesterday and after I told him what his evidence was, and he said that is wrong. And it relates to Mr Tsaganas' evidence when Mr Woods put a question to him where he's answered.
Yes. He's told me he didn't say that, I said, 'You did,' and I showed him the transcript and he said, 'Well that's wrong.'"[76]
"The latency of this unknown defect in March 2008 is to be contrasted with, say, a palpable danger or obvious omission of a building's features making occupation of it unsuitable or intolerable at the time the lawful occupation is sought."[80]
"I have previously confirmed with Ms O'Hehir that the approved plans required the installation of an agricultural drain at this location. The installation of the agricultural drain is 'plumbing work' as defined in Part 12A of the Building Act 1993. Part 12A of the Act establishes a separate and independent regime for the regulation of plumbing work and plumbers in this state."
"And it was your view when that letter was sent that the installation of the agricultural drain is indeed plumbing work under part 12 of the Building Act. Do you agree with that?---That's what I have said in that letter."[82]
"The location and compliance of the Safety Barrier is not consistent with your endorsed plans and the regulations. Reference to your endorsed plans indicates that there is little specific information determining the actual approved construction of the barrier apart from a general location depicted on your site plan and general references. The actual siting and location of the Safety Barrier is not consistent with your enclosed plan."
"In response to your letter dated 2/08/2011 please be aware that your comment on the location of the pool safety barrier has been noted although given the final certificate was issued over a year ago there is no way for us to confirm that there has not been changes made to the Safety Barrier since then."
"The required swimming pool fence as shown in the approved site plan extended along the front of the pool and then along the right side, had not been constructed. Instead only a section of the front fence had been constructed and there was no fence along the right side at all.
I compiled file notes of my site inspection which noted there were no structural details in relation to the barrier or glass panels, that the Certificate of Inspection was dated 21 June 2010 and that the drawing showed a safety barrier location but had no design and that the location did not appear to be as per the drawings. I also noted the barrier fence was over the easements with no BRC (Building Report and Consent).
In my opinion, the inspector that conducted the final inspection should not have approved the inspection because there was no design and structural detail, the swimming pool barrier was not located as shown on the building permit approved drawings, and the side barrier fence was over the easement without the required Report and Consent."[90]
"... am I correct to say when you issued the permit you didn't have any idea at all what the final fence would be constructed of, what materials it would be constructed of?---The materials, no, with the exception of the boundary fence because the plans depict that part of the pool barrier is a boundary fence."[92]
"No cost has been attributed to the construction of the safety barrier in the overall building work cost."
"The Act imposes an obligation on the (building surveyor) to ensure that the stated value of the proposed building works is reasonably accurate."[96]
"The actual siting and location of the safety barrier is not consistent with your endorsed plan.[98]
"The required swimming pool fence as shown in the approved site plan extending along in front of the pool and then along the right side, had not been constructed. Instead only a section of the front fence had been constructed and there was no fence along the right side at all."
"You would accept from what I understand the evidence to be, on the date you inspected, the fence was not in the position that it was indicated that it would be and the permit you had issued. Is that correct?---That's correct."[100]
"2.10 The Council and the Building Commission have both received complaints concerning the undertaking of building work at the site from the adjoining property owner.
2.11 A certificate of final inspection is yet to be issued and the building permits (stages 1 and 2) have lapsed. Building work is incomplete.
2.12 An inspection was initially undertaken by Luke WILLIAMS of the Building Commission on 31 October 2012. However, a thorough inspection was not permitted by HALPERIN (the owner/builder)."[105]
"... it may have been that it was an owner-builder doing it, they might have said to the builder, look, we don't know whether we're going to leave the swimming pool there or fill it in and turn it into a gazebo or something?---It could have been something like that."[107]
"It would seem TSAGANAS has known about some of the noncompliances since 3 May 2005. In TSAGANAS's letter dated 30 September 2012 he refers to non-compliances, but yet failed to take enforcement action to address the matter."
"This in-action has effectively assisted HALPERIN in undertaking illegal building work.
Furthermore, it would appear that TSAGANAS has no processes in place to monitor and address his lapsed building permits."[112]
"The subfloor inspection conducted today has revealed that variations from the design drawings have been made. You are directed to consult with the designing engineer to justify the altered structure state works as constructed. You are advised to not continue works in these areas until justified by the engineer. ... Furthermore, you have increased the height of the rear extension and associated rooftop balcony over. This needs to be documented and justified by the project architect draftsperson."[114]
"... Mr Tsaganas, if you had your time again, do you agree that if you look back now and say there's an eight-year delay there, do you think given that you have the power to enforce compliance with a permit or otherwise prohibit illegal building activity that a delay of eight years was unacceptable?---I accept that proposition, Your Honour."[116]
"Obviously we've addressed that concern and issued a building order minor works."[123]
"... Council was content with his conduct with regards to monitoring the rainwater levels in the swimming pool, while the site remained an incomplete building site with works in a state of incompletion."[124]
This allegation was admitted by Mr Tsaganas during the course of the hearing.
"My Structural Drawings required the depth of the deep trench wall footings to be a minimum of 1300 millimetres from the finished surface level of the basement."[128]
"I observed the left hand side (western) deep trench to the blockwall was not in accordance with my drawings as the depth was 1190-1200mm instead of the required 1300mm. There were N-12 dowel bars @ 500 centers into trench which were hammered in, not chemset or drilled as per my details. The right hand side (eastern) deep trench wall had a similar result but the depth of this trench was 1000mm to 1020mm with an infill slab, the depth was short 290-300mm of my design."[130]
"On 12 February 2014 I attended the site and measured the depth of the western basement retaining wall was approximately 850mm from the top of the slab or approximately 650mm from the finished surface level which is contrary to the building permit approved structural drawings which specified the depth as 1300mm from the finished surface level or 1500mm from the top of the basement slab."[132]
"The practitioner - Jim Tsaganas failed in his duty as the relevant building surveyor to ensure strip footing SF3 was constructed. He also failed to address the requirement of footing RW1 at the entrance to the car park. He needed to enquire with the structural engineer to question the requirement of RW1 or if it was identified in error, whether any or another footing was required.
Strip footing FS3 must be installed as required in the design drawings. Alternatively the design engineer may assess the necessity of the footing.
The provision of RW1 at the entrance to the car park appears to have been documented in error as there is no retaining wall at that location. The requirement and type of strip footing must be referred to the design engineer.
The removal of the support of the columns C1 by the current builder is a critical issue as the structural integrity of the support of the floor system over is compromised. The design engineer must address the rectification work necessary to provide adequate support to the steel beams at ground floor."[136]
"... the finding that Mr Temling has made is in the absence of any confirmation of the excavated ground level in the basement."[138]
"The building work concerned to be inspected means the building work, the subject of the building permit and not simply an element of that work. ... That interpretation is consistent with one of the primary objects of the Act; namely, to protect the health and safety of people who use buildings and places of public entertainment."[143]
"So you've sent Mr Richardson to count the number of bars, and does he next do anything in relation to the bars?---As I said, he's counting bars, he's looking at the - the arrangement. He's checking the - the diameter of the bars to accord with the - the schedule. He's looking at the slab fabric reinforcement placement."[144]
"TSAGANAS relied on/procured the services of an unregistered practitioner (Pat Richardson) to carry out the 'Suspended Slab' steel inspection as nominated in the Inspection Report dated 12th May 2010."[146]
"The Subject as the relevant building surveyor in relying on an inspection from an unregistered inspector is acting unprofessionally and breaching Regulation 1502(a). The reason is that there is an expectation that he would use appropriately qualified and registered practitioners to act on his behalf and that the inspection has been conducted in a manner consistent with the requirements of the Act (ie use of registered practitioners)."[147]
"4. Whilst there is a discrepancy between the member schedule and plan view for beam RCB1 this should have been noticed by the Building Surveyor Jim Tsaganas and questioned by the Builder Grigory Trunov prior to construction.
It should also have been questioned by the person who inspected the formwork and reinforcement prior to the pouring of the concrete.
5. The Building Surveyor and his Inspector should not have approved the reinforcement when there main bars were not as per the Engineers design nor when the N12 bars were not in place - yet this unfortunately was a common practice with Jim Tsaganas and his inspectors throughout the entire project and the main reason why this construction has had devastating if not terminal problems and failures throughout."[150]
"A report by CMD Civil Pty Ltd dated 19 July 2013 advised the reinforcement details of the as built concrete beams did not correspond with the approved design engineering drawings revealing significant differences between the design requirements specified and the actual amount of reinforcing bars installed within the checked beams.
On 25 July 2013 I attended the site with Vinko Lucic who had cut back and exposed the top reinforcement of the three reinforced concrete beams supporting the ground floor slab. Three concrete beams have comprised a major part of the suspended slab structure as all of them had a substantial deficiency in the amount of reinforcing bars, including main longitudinal bars at the top and bottom as well as the ligatures installed along the length of the beams."[152]
"... checked the suspended slab and found the major problem was RCB1 which did not work or comply with AS 3600. This beam is located in the middle of the slab and spans across the building between the basement walls and required significant structural rectification. ... The steel reinforcement in the band beams for the suspended slab is not compliant with the drawings/specifications in that less N24 bars were installed and ligatures as reported by CMD Civil and therefore the suspended slab steel inspection should not have been approved."[154]
"In general there are considerable discrepancies between the structural engineering computations and the approved drawings on the project.
The computations and Ground Floor Plan for RCB1 shows the beam to be 2500mm wide. However the Concrete First Floor Schedule states the beam is to be 3000mm wide.
The computations for RCB2 shows the beam is to be 3800mm wide. However the Ground Floor Plan shows the beam to be 3200mm wide at the east side and 3000mm wide at the west side. The Concrete First Floor Schedule states the beam is to be 3200mm wide.
"I recommend a full re-design of the whole support system for the reinforced concrete ground floor, including slab, beams columns and footings. If necessary, additional supports or reinforcement may be necessary to ensure full compliance with the appropriate standards."[156]
"... he was an assistant to the building surveyor which was me. He was academically qualified, he had two diplomas. And he had been working for - under me for over three years at that time. And as he was nearing his - the prerequisite for qualification as a practitioner in the field of inspector was two years of industry based learning."[157]
"It would've been ten minutes, just running through those items. It's at least a half hour, 45 minute inspection, it's not a - it's quite an involved process."[159]
"It is the applicant's submission and the opinion of CMD Civil on their 'test limitations' section that the scanning tool has limitations and therefore one cannot comfortably rely on this type of report to prove the omission of the bars as alleged. It is submitted, Mr Gibcus ought to have looked at the data, images and test limitations before forming his conclusions that the main bar reinforcement is deficient and does not comply with the approved plans.[161]
(a) provide engineer's compliance for the use of trench mesh and
(b) provide inspection certificates for trench wall construction.
1, 3, 4, 5, 8, 10, 20, 21, 22, 23, 25, 26, 27, 28, 29
[1] The hearing before the Tribunal in relation to Cromwell No. 1 were limited to the question of penalty
[3] Consolidated matters - Section 49 material - Folder 2 of 6, Tab 1
[6] Transcript ("T")178, Line ("L")17-20
[16] Consolidated matters - Section 49 material - Folder 6 of 6, Tab 4
[22] Applicant's Written Submissions As To Findings ("Applicant's submissions") p.7[19]
[23] Consolidated matters - Section 49 material - Folder 2 of 6, Tab 2
[30] Board's Submissions As To Findings ("Board's submissions") [34] to [37]
[38] T347 and Board's submissions [45.2]
[42] Consolidated matters - Section 49 material - Folder 2 of 6, Tab 20
[43] Consolidated matters - Section 49 material - Folder 2 of 6, Tab 21
[45] Consolidated matters - Section 49 material - Folder 2 of 6, Tab 22
[48] Shaw v Building Practitioners Board (Revised) [2015] VCAT 455 at [54]
[50] The plan was contained in Consolidated matters - Section 49 material - Folder 2 of 6, Tab 5
[52] Exhibit PJ-1 to affidavit of Peter Jolly.
[53] Exhibit PJ-1 to affidavit of Peter Jolly
[54] Exhibit PJ-4 to affidavit of Peter Jolly
[56] Exhibit SP-10 to affidavit of Sergio Perna sworn 19 February 2016
[57] Boards submissions [58] and footnotes 90 and 91
[63] Version 82 incorporating amendments up to 1 July 2010
[81] Consolidated matters - Section 49 material - Folder 4 of 6, Tab 27
[85] Exhibit RRF-1 to the affidavit of Robert Rosco Fenton sworn 22 February 2016 contained in Section 49 material.
[87] Exhibit D, and particularly letters exhibited at PJ-2 and PJ-4 to Mr Jolly's affidavit
[88] Exhibit D, Exhibit PJ-3 to Mr Jolly's affidavit
[89] Consolidated matters - Section 49 material - Folder 5 of 6, Tab 2
[91] AS 1926.1, Applicant's submissions [56] to [58]
[93] Consolidated matters - Section 49 material - Folder 5 of 6, Tabs 4, 5 and 6
[94] Consolidated matters - Section 49 material - Folder 5 of 6, Tabs 17 and 20
[95] [2014] VCAT 902 (24 July 2014)
[97] Consolidated matters - Section 49 material - Folder 5 of 6, Tabs 13 and 7
[98] Consolidated matters - Section 49 Material - Folder 5 of 6, Tab 16
[103] Exhibit LW-2 to Luke Williams' affidavit
[104] Exhibit LW-3 to Luke Williams' affidavit
[105] Exhibit LW-3 to Luke Williams' affidavit
[106] Applicant's submissions [92] and T1205, L19-30
[108] Consolidated matters - Section 49 materials - Folder 6 of 6, Tab C11
[109] Technical assessment report marked Exhibit LW-3 referred to in Exhibit G at [5.12] to [5.14]
[110] Letter dated 30 September 2012 from the applicant to Ms Emilia Hazperin contained in bundle of documents exhibited as LW-1 to Exhibit G
[111] Letter dated 30 September 2012 from the applicant to Ms Emilia Hazperin contained in bundle of documents exhibited as LW-1 to Exhibit G
[112] Exhibit LW-3 at [5.9] to [5.10]
[117] Applicant's submissions [99] to [105]
[119] Consolidated matters - Section 49 material - Folder 6 of 6, Tab C13
[120] Technical assessment marked LW-3 forming part of Exhibit G [5.12.5] to [5.12.6] and Photographs 14 to 16
[125] Cromwell No. 2 - Section 49 material - Tab 13
[126] Cromwell No. 2 - Section 49 material - Tab 3
[127] Sorgiovanni statement - Section 49 material - Tab 3, lines 42-46
[128] Sorgiovanni statement - Section 49 material - Tab 3, lines 62-63
[129] Sorgiovanni statement - Section 49 material, lines 52-53
[130] Sorgiovanni statement - Section 49 material, lines 65-72
[131] Cromwell No. 2 - Section 49 material, Tab 2
[132] Cromwell No. 2 - Section 49 material, Tab 2, Temling statement at 167-171
[134] Documents exhibited as JWG-1 and JWG-3 to Exhibit H
[135] Document exhibited as JWG-1 to Exhibit H (page 22)
[136] Document exhibited as JWG-3 to Exhibit H, page 5
[137] Document exhibited as JWG-3 to Exhibit H, page 5
[140] Applicant's submissions at [118] to [126]
[141] Board's submissions at [143.2] and [143.4]
[145] Cromwell No. 2 - Section 49 material, Tab 9
[146] Cromwell No. 2 - Section 49 material at [5.1.c]
[147] Cromwell No. 2 - Section 49 material at [6.83] page 22
[150] Cromwell No. 2 - Section 49 material, Tab 18 at p.7
[151] Cromwell No. 2 - Section 49 material, Tab 2
[152] Cromwell No. 2 - Section 49 material, Tab 2 Statement at L244 to 255
[153] Cromwell No. 2 - Section 49 material, Tab 3
[154] Sorgiovanni statement - Section 49 material, Tab 3 at L51-60
[155] Exhibit H at page 19[7.1] page 19
[160] Cromwell No. 2 - Section 49 material, Tab 17
[161] Applicant's submissions at [142]
Tsaganas
Building Practitioners Board
(1938) 60 CLR 336