[151]
Item nine: The first item of concern was the leaking of water through the terrace slab. This resulted from there having been no membrane applied between the tiles and the slab in that area. The architect provided for a membrane on part of the slab but made no specification in the area of the terrace slab.
[152]
Mr Nixon, the relevant architect, gave evidence that he did not specify a membrane over the carpark area. He said that for reasons of waterproofing there was no requirement to do so. It is a design decision for him to make. Mr Hatton, the relevant engineer, agreed that this was so. However, Mr Nixon said that if a membrane was required to ensure compliance with the Code, then that would be a matter for the engineer. The engineer would inform the architect. This did not occur on this occasion.
[153]
Mr Thompson noted that even though the engineers were not directly responsible for the specification they had relied upon the presence of a waterproof medium over the upper surface of the slab for durability. This reliance is evidenced by the choice of concrete strength made by the engineers and the need for the engineers to comply with AS3600. Mr Hatton agreed that the reduction in the strength of the concrete as authorised by him was a durability matter. In his view appropriate durability was to be achieved by tiling the top surface of the slab. However, he also said that the tiling would not protect against water penetration but only "reduce the amount of water coming through". It is obvious that it was necessary for the slab to be waterproof. The slab is exposed to the weather. Below it is a carpark for occupants of the building. Water passing through the slab will remove the paint from vehicles parked below. The architect should have specified a membrane. Mr Thompson expressed the view that a competent structural engineer would have made sure that the architect was made aware of the lack of a membrane at the design stage and also would have brought the omission of a membrane to the attention of the architect and the builder during the construction stage. I agree.
[154]
In the circumstances it is my opinion that the engineer and the builder should bear equal responsibility for this omission.
[155]
Item twelve: Water penetration through the rear retaining wall. The architectural details show a reinforced concrete block retaining wall with a membrane on the retaining face. The concrete wall is porous and therefore a membrane is required to provide impermeability. The submission of the plaintiffs is that the membrane is non-existent, incorrectly specified, incorrectly applied or was damaged during construction. I have had evidence that suggests that a membrane was applied but incorrectly so. Indeed the membrane is to be seen in exhibit P82.
[156]
Mr Thompson was shown the core samples taken from the retaining wall (exhibit P82). Those samples demonstrated that "something was painted on and that something does not cover the whole of the surface". Mr Thompson observed that it had no "significant thickness and I would say was totally inadequate to hold that water". To my mind this is clear evidence of an inadequate application of a waterproofing membrane by the builder.
[157]
In his report, Mr Sanders expressed the view that the failure of the waterproofing of the retaining wall on the northern boundary may be attributed to "rupture of the membrane due to structural stress of the wall, inadequate application of the membrane or build up of water pressure beyond which the membrane would normally be expected to resist". Mr Sanders said that information provided to him that the membrane when installed performed adequately, suggested an adequate installation. However, he agreed that his observation was of limited impact because he had no knowledge of what the membrane was or how it was applied. He agreed that any water penetration would be slow to become observable. Firstly a damp patch would appear and then, once water penetration had proceeded through the wall, the passage of the water through the wall may become a lot faster depending upon a number of variables. The fact that, in this case, the particular wall did not appear to leak for some time is understandable because of the type of wall that it is and that a membrane was present, albeit incorrectly applied. If there was an inappropriately applied membrane there may be a substantial delay before the leaking of water through the wall becomes obvious. Mr Sanders was not aware of the length of time that passed before manifestation of water penetration to the inner side of the wall became obvious.
[158]
Mr Sanders also noted that the footpath paving installed on the northern face of the wall now slopes towards rather than away from the wall causing a flow of water towards the wall that previously was not present. The cause of the altered slope of the footpath has not been made clear by any evidence. It may be due to structural movement of the building as it settles or it may be due to other causes such as a compaction of the backfill upon which the footpath is placed. This consideration does not alter the conclusion that the builder inadequately applied the membrane.
[159]
In relation to the membrane, Mr Thompson pointed out that membranes are usually "fairly pliable materials" and can tolerate a fair degree of movement. This observation serves to undermine the speculative submission made on behalf of the builder that the membrane on the retaining wall failed because of movement of the wall following upon differential settlement.
[160]
Mr Thompson sought to attribute some blame in relation to this matter to the engineers on the basis that they should have assured themselves of the efficiency of the membrane during the inspection process. He also expressed the view that the engineer had a responsibility to ensure that the weather proofing medium was applied correctly.
[161]
Mr Glynatsis gave evidence that the membrane used was specified by Mr Hatton, an officer of the engineers, who saw the wall after application. That was contradicted by Mr Hatton who said the membrane had not been applied at the time he inspected the wall for reinforcement. In his view it was a matter for the client whether that wall needed to be waterproofed. There was no structural requirement that it be waterproof so long as the "steel reinforcement is surrounded by concrete". When he inspected the wall, and in response to a question from the builder, he suggested that the builder use a "bitumen type membrane". He did not see the wall with any membrane applied to it. The effect of his evidence was that the use of a membrane at this location and in these circumstances was not a structural matter and not a matter for which he was responsible. I accept this to be the case. Mr Glynatsis agreed that the product suggested by Mr Hatton carried the warning that the coating should be covered with a protection sheet. That was not done. There is no suggestion that the engineers were aware of that failure or of any defective application of the membrane. I accept the evidence of Mr Hatton that he did not see the membrane applied and he did not see the uncovered wall again. The work was covered by backfill soon after the membrane was applied. In my opinion the only involvement of the engineer was the passing comment made by Mr Hatton. The builder is fully responsible for this defect which I find was the result of an incorrectly applied membrane. That application was without the knowledge of the engineers.
[162]
Item thirteen: Cracking in block walls between units. This broad heading encompasses cracks of different kinds eg vertical and diagonal. Sensibly I have not been invited to address each crack and allocate responsibility in relation thereto. Some cracks are clearly the builder's responsibility, some are the result of design faults or differential settlement and some result from a combination of causes. Mr Thompson confirmed this. The conclusions of Mr Thompson are set out in the transcript repeated at paragraph [145] above.
[163]
It was submitted by the plaintiffs that the builder should be 80 per cent responsible for this cracking but the evidence does not support that submission. In this regard, I have the benefit of the observations of Mr Jones. In his opinion, the diagonal cracks are caused by "settlement" (a proposition with which Mr Thompson agreed) and therefore are the responsibility of the engineers. I agree. In relation to the vertical cracks he said that they are "not unusual" and liability should not rest with either party. He said that such cracks are consistent with competent design. It seems to me that responsibility for the diagonal cracks must rest with the engineers and that no liability arises in respect of the vertical cracks (except for Item 14).
[164]
I also agree with Mr Jones in his conclusion that the responsibility for the cracks in the floor tiles should be apportioned 80 per cent to the engineers and 20 per cent to the builder. A major cause of the cracks was said to be shrinkage. In the circumstances of this building, Mr Jones said that shrinkage is a matter for the engineers. He spelled out his reasons in his report of January 2000 (Exhibit P90). I accept that reasoning. However responsibility rests with the builder for the method adopted for the laying of the tiles. The builder chose not to use a flexible tile adhesive which was called for in the circumstances. He also failed to utilise appropriate control joints.
[165]
Item fourteen: The vertical crack in the wall between units seven and eight. Mr Thompson expressed the view that the main reason for the initiation of this crack was the excessive and differential nature of the building movement. He therefore attributed the main responsibility for the defect to the engineers. However he added that the lack of control joints and the lack of reinforcement were also causative factors. He regarded differential settlement as being only "one part of it". In relation to that crack he felt that it did not fall easily into any of the categories of responsibility he had previously allocated in relation to other cracks as he thought that one of the major causes on this occasion was the lack of a control joint. That is a matter for the builder. Under cross-examination Mr Thompson apportioned responsibility two thirds/one third to the engineer and builder respectively. The plaintiffs submitted that 20 per cent should rest with the builder. I do not accept that submission and accept the views expressed by Mr Thompson.
[166]
Item seventeen: Support structure in sunshades terrace area. The base plate and bolts into the slab for the columns supporting the sunshades on the terrace area were undersized. Mr Thompson also noted that the type of bolt used was inappropriate. Mr Glynatsis gave evidence that "the details were given to me by the engineers" in relation to this structure. There was no dispute that it was not part of the original design. Mr Glynatsis said the structure was damaged in a storm and the engineer advised him how to reinstate it. The engineer, Mr Hatton, thought that he had no part in designing the shade-cloth structure. It was not referred to in his drawings. I find that, although there may have been some passing conversation between Mr Glynatsis and Mr Hatton in this regard, the engineers did not assume any responsibility for the design or construction of the support structure. It was something which came after the building was completed and was added by the builder. Although Mr Thompson in his report suggested that the engineers should have been involved in the design and construction of the sunshades there was no evidence to suggest they were involved on any formal basis. In my opinion the builder must accept full responsibility for this defect.
[167]
In relation to the terrace tiles Mr Thompson agreed with Mr Markham that these had been laid directly across the movement (expansion) bracket joint on the northern terrace and that was very poor building practice. I accept this evidence. Although this matter is pleaded in paragraph 11(c) of the Statement of Claim and was addressed in evidence, it is not referred to in the submissions made on behalf of the plaintiffs. Notwithstanding that omission I find as follows. The work did not form part of the engineers' retainer and was the responsibility of the architect or the builder. The normal practice would be for an architect to provide instruction as to how the tiles were to be laid. The builder is liable for any loss or damage arising from these matters.
[168]
In areas where a waterproof membrane was provided the builder failed to "turn up" the membrane at the conjunction of the wall and the floor. Mr Glynatsis said that if a "turn up" was not shown on the drawings he did not provide it. The expert witnesses agreed that to turn up such a membrane was basic building practice. To the extent that this failure caused loss the builder is responsible.