Common use of EXTERNAL DESIGN MODIFICATIONS Clause in Contracts

EXTERNAL DESIGN MODIFICATIONS. SERVICES AND STORMWATER – GROUP 3 (a) Original stormwater drainage components, Oxford Street facade: The exposed and recessed cast iron spitters, rainwater heads, downpipes and astragals in the Oxford Street facades at each end pier of Nos. 112 to ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇ must be conserved. The drawings must be amended to clearly draw and notate the retention and conservation of these features. Any replacement component must be of matching material and profiles. The conservation actions must be notated on the main drawing set and conservation details included in the Schedule of Conservation Works. (b) External building services, external sanitary drainage, external lighting and external signage: (i) All existing sanitary drainage, building services plant, installations and reticulation components of building services (ductwork, conduit and the like) and any associated fixings, must be removed from all facades of the buildings and the facades made good. (ii) All existing signage and external light fixtures on any facade or awning installed post 1945 must be removed and the facades made good. (iii) No additional sanitary drainage components, building services plant, installation and reticulation components must be attached to the external facades of the heritage listed component of the buildings, and must be reticulated internally, the exception being low voltage wiring associated with external lighting, security and fire warning systems, or reticulation of water to fire drenchers. (iv) Should any early signage be discovered during the removal of paintwork from the facades of the buildings, the signage must be retained and stabilised. (c) External stormwater components associated with the additions: (i) The proposed stormwater downpipes on the ▇▇▇▇▇ Street facade that service the proposed additions must be installed in a high-quality metal such as zinc, stainless steel, or copper. (ii) If any additional downpipes are required to service the additions, these must be reticulated internally. (iii) No downpipes must be installed on the Oxford Street facades to service the proposed addition. (d) All new external fixings must have a corrosion resistance equal to Grade 316 stainless steel. The modifications must be submitted to and approved by Council’s Area Planning Manager prior to the issue of a Stage 1 Construction Certificate.

EXTERNAL DESIGN MODIFICATIONS. SERVICES AND STORMWATER – GROUP 32 (a) Original stormwater drainage components, Oxford Street facade: The exposed and recessed cast iron spitters, rainwater heads, downpipes and astragals in the Oxford Street facades at each end pier of Nos. 112 to ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇ must be conserved. The drawings must be amended to clearly draw and notate the retention and conservation of these features. Any replacement component must be of matching material and profiles. The conservation actions must be notated on the main drawing set and conservation details included in the Schedule of Conservation Works. (b) External building services, external sanitary drainage, external lighting and external signage: (i) Original roof drainage elements must be conserved. All non-original existing sanitary drainage, building services plant, installations and reticulation components of building services (ductwork, conduit and the like) and any associated fixings, must be removed from all facades of the buildings and the facades made good. (ii) All existing signage and external light fixtures on any facade or awning installed post 1945 must be removed and the facades made good. (iii) No additional sanitary drainage components, building services plant, installation and reticulation components must be attached to the external facades of the heritage listed component of the buildings, and . All services must be reticulated internally, the exception being low voltage wiring associated with external lighting, security and fire warning systems, or reticulation of water to fire drenchers. (iv) Should any early signage be discovered during the removal of paintwork from the facades of the buildings, the signage must be retained and stabilised. (cb) External stormwater components associated with the additions: (i) The proposed stormwater downpipes on the ▇▇▇▇▇ Street facade that service the proposed additions must be installed in a high-quality metal such as zinc, stainless steel, or copper. (ii) If any additional downpipes are required to service the additions, these must be reticulated internally. (iii) No downpipes must be installed on the Crown, ▇▇▇▇▇▇, or Oxford Street facades to service the proposed addition. (c) All existing masonry anchors related to obsolete seismic bracing must be carefully removed and the substrate made good. (d) All new external fixings must are to have a corrosion resistance equal to Grade 316 stainless steel. The modifications must be submitted to and approved by Council’s Area Planning Manager prior to the issue of a Stage 1 Construction Certificate.