Change to circumstances of the case
5An inspection of the site was undertaken at the commencement of the hearing and evidence of the extent of damage to the buildings was observed standing at the front doors of both dwellings and from the rear of the premises. The interior of the building was not entered on the advice of Mr S Waters, a structural engineer, who advised that the building is in an unstable state.
6Expert evidence has been provided from Mr S Wiltshier and Mr K Demlakian, structural engineers, who conclude that the extent of damage as the result of the fire is such that the buildings should be demolished.
7Mr Demlakian and Mr Wiltshier agree that the building known as 535 Elizabeth Street is damaged to such an extent that demolition is warranted and recommended.
8With regard to No. 533 Elizabeth Street, they say the building has elements of significant damage requiring demolition, including but not limited to the following:
(i)The entire roof and ceiling structure to the two storey building located at the front.
(ii)Both the chimney structures located on the northern façade
(iii)The modern infill building.
In addition, they say the following areas of damage warrant substantial repair, including some local demolition:
(iv)Areas of wall damage in various locations throughout the building.
(v)Localised damage to various areas of the floor structure.
(vi)There is a strong likelihood that floorboards to all floors will require replacement in the front building.
9The experts conclude that it would be reasonable to demolish the building in its entirety, considering the extent of damage, if the Court was of the opinion that the building does not have significant heritage value.
10Mr Staas and Mr Wang provided expert heritage evidence in the original proceedings and have prepared an additional report addressing the impacts of the fire damage. Mr Staas had always been of the view that the buildings could be demolished however, Mr Wang opposed their demolition. Since that time they have been provided with the structural engineer's joint report.
11They agree that the fire has caused damage and loss of certain original/early fabric of the existing buildings, most of which involved internal building elements and that the damage has had a negative impact on the significance of the two building due to the loss of that fabric. They concur that the principle building form, or the front section of the two houses (two rooms deep each) is the most significant and contributory element for the streetscape. Following receipt of the engineering report, they both agree that, because No 535 must be demolished, it is no longer appropriate to press for retention of No 533.