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07/2398 - Request for information response [As Published] · 132007.2398
Table 8.1 Proposed Minimum Construction for Development Building Element Proposed Construction Rw External Wall | Brick with internal layer of plasterboard 45 Windows 3mm float glass 23 Sliding Doors | 4mm toughened float glass 23 Tiled roof with |Omm plasterboard and R2.5 glasswool; or Colorbond roof with 50mm Anticon, |Omm plasterboard and R2.5 40 glasswool (applicable to all units, except 49 and 50) Rooficeiling Tiled roof with 2 layers of 10mm plasterboard and R2.5 glasswool; or 43 Colorbond roof with 50mm Anticon, 2 layers of !Omm plasterboard and R2.5 glasswool (applicable to units 49 and 50 only) To meet the internal noise limits for both road traffic and rail traffic, additional window thicknesses are required. The units concerned are shown in Appendix A. This appendix also shows the’ window™ — requirements to meet the internal noise levels, assuming the external wall and roof/ceiling materials shown in Table 8.1. 9 Conclusion The noise impact due to road and rail traffic has been assessed. The DMR external noise limit of Lio(l8hour) 60 dB(A) could not be met at all residential facades, due to the nature of the topography. As a result the external L10(1 8hour) noise limit is predicted to be exceeded at units I5- 29, 31-33, 36, 37 and 39. Therefore the internal noise limits according to AS2107 are to be met. The external Lmax and Leq(24hour) railway noise limits are predicted to be met at all residential facades from noise emitted by passing trains. To meet the internal noise limits for both road and rail traffic, the window Rw's shown in Appendix -A are required. The Rw’s are based on construction details as per Table 8.1. 4991RO1VOI.doc Proposed RSL Care Retirement Village Cooroy RSL Care Page 13 d
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