29 The defendants have no prior convictions. Accordingly, as corporate defendants, the maximum penalty that may be imposed on United Admin and Dasco is $550,000. As an individual, the maximum penalty that may be imposed upon Mr Nicolas is $55,000.
30 Dasco was the head contractor and exercised control over the whole site. It had retained the services of United Admin to operate as project manager over the site. As the on-site project manager for Dasco, it was United Admin's responsibility to oversee contract administration, selection of subcontractors and general liaison. As the sole director of United Admin, Mr Fiore, as part of his arrangement with Dasco, 'accepted full responsibility on the site for all safety matters'. Accordingly, United Admin's responsibilities included implementing and overseeing the occupational health and safety aspects of the worksite. In that respect, United Admin was given complete on site control.
31 While United Admin provided overall management of the construction site through Mr Fiore, the site foreman was Mr Peter Avramov. He was contracted by Dasco through his company PAV NSW Pty Limited to be the site foreman. His job, amongst others, was described by Mr Nicholas as:
[19] Peter was the Site Foreman and his role included monitoring of subcontractors work, quality and safety. He generally would have reviewed the Safe Work Method statements and he would be aware of various tool box meetings. Peter was required to follow up on tool box meetings and ensure compliance with matters discussed at those meetings.
32 It was Dasco who contracted with Avrasya and Mr Sahin to undertake the bricklaying work at the site.
33 Adjacent to the western boundary of the building under construction was the Hypec building. At the time of the incident, employees of Avrasya were in the process of erecting a double brick cavity wall on the third level of the western boundary wall of Building A on the site. At that point, the wall was, in part, adjacent to the roof of the Hypec building. The roof of the Hypec building was unusual, as the agreed facts disclose:
[8] ... The roof of the adjacent premises, which was occupied by Hypec Information Technology Services Pty Ltd (Hypec) at 34 Herbert Street, West Ryde, New South Wales (Hypec building), was a sawtooth truss roof. That is, some points of the roof were higher than others. The peaks of the Hypec roof were higher than the base of the Wall.
34 As the brick wall under construction was some 21 metres in length and approximately 2.6 metres in height, at certain points along the boundary line, as the facts and photographs illustrate, the brick wall was higher than the roof of the Hypec building.
35 When that point had been reached in the construction of the wall, consideration would need to have been given as to what overhead fall protection measures were required in order to address the possibility of objects such as bricks falling from the construction site onto the Hypec roof. That consideration was imperative given that once the height of the brick wall rose above the height of the Hypec building, in whole or in part, and until the wall was properly anchored, its stability was susceptible to adverse weather conditions, particularly wind.
36 To a certain extent, that risk was recognised by the defendants as well as Mr Sahin on behalf of Avrasya. As Mr Fiore deposed:
[16] A risk assessment that was carried out by Rick Harper, Peter Avramov, Murat Sahin, Seyfi Tuna and myself, identified the need to provide overhead protection to the adjoining roof in case of a brick or a tool being dropped or people walking on to the roof. At no time was it suggested by any of these people that the wall may collapse. I had never experienced a wall collapse.
[17] To protect the adjoining roof we placed "planks" directly on the roof covered with formwork plywood. I personally observed the plywood on the roof next door.
[18] The only other overhead protection available is scaffold protection (fall protection). This could not be provided due to the adjacent roof design, the fact that it was actually above the level of the floor for the large part and the construction process that had been devised by the architects, Mellor Gray Architects.
37 Mr Fiore does not indicate when the above risk assessment was conducted. It must have been at a time just before the incident because, on the evidence, it was only at or about that time that the height of the wall under construction had reached a point where it was, in part, above the roof of the Hypec building.
38 While the formwork plywood and planks may well have provided some overhead fall protection, it seems no consideration was given to the need for anything more robust, notwithstanding the relatively free standing nature of the brick wall under construction. Further, it cannot be said that adverse weather conditions are an unknown phenomena in the construction industry.
39 It is difficult to see how, during the discussions that resulted in the plywood being put in place as overhead protection, that no consideration was given to the need to stabilise and brace the wall. Although Mr Fiore did not have any specialised masonry knowledge or experience, it would seem reasonable to concede that if a single brick could fall onto the Hypec roof, the hazard of wall collapse whilesoever the brick wall was relatively freestanding and the risk to safety it represented should have been considered and addressed. In terms of risk assessment, what was done was clearly inadequate.
40 In any event, on the day of the incident it was clear the brick wall was only partially completed when work was stopped because of the hot weather. In short, it was still inherently unstable and, unless properly braced and supported, represented a foreseeable risk to safety.
41 It is relevant at this point to refer to my comments in my earlier judgment concerning the co-defendants, Avrasya and Mr Sahin. They are equally applicable to the defendants now before me.
[30] The dimensions of the wall, the fact that it was a free standing structure on the third level of the building under construction, coupled with the wall's exposure to the elements and it's proximity to the roof of the adjacent office building, should have alerted Avrasya to the need to brace the wall and erect external scaffolding in order to prevent the possibility of the wall collapsing both inwards and outwards due to natural forces such as the weather. It was reasonably foreseeable that a risk to the safety of the site workers or damage to the neighbouring building and it's occupants would arise if appropriate safeguards such as bracing and scaffolding were not implemented.
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