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Appendix D - Noosaville Code · MCU18/0078
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - MCU18-0078 & OPW18-0117.msg.
Appendix D Noosaville Locality Code Development Permit for Material Change of Use and Operational Works for Multiple Housing Type 2 Duplex at 165 Gympie Terrace, Noosaville described as Lot 2 on RP87781 Column 1 Column 2 Column 3 Specific Outcomes Probable Solutions (if code Compliance assessable) O12 For the Semi-Attached Housing Zone buildings do not exceed a plot ratio of 0.45:1 O13 For the Attached Housing Zone the maximum Applicant requests application of Semi gross floor area is equivalent to the maximum attached housing zone requirements as allowable population in persons multiplied by detailed in section 4.1 of the report. This area 40m2 is consistent with Councils previous decisions in the area. Flooding and drainage O17 Buildings and other works are designed and S17.1 For new buildings or structures S17.1 Complies - habitable rooms are above sited to— or additions of more than 50m2 gross prescribed minimum floor levels. a) provide flood free access to premises and flood floor area to an existing building or free habitable areas; structure, floor levels for habitable b) allow only minor, short term and infrequent rooms are not less than the specified flooding of non-habitable areas; minimum floor levels; c) ensure carparking areas can be adequately AND drained; S17.2 Where Council infrastructure is S17.2 Applicant will comply with relevant d) ensure drainage does not adversely impact available— requirements. upon other premises; and a) any drainage (including buildings e) ensure filling or excavation does not adversely and yards) flows to that infrastructure; impact upon other premises by— and i. causing ponding on the site or nearby land; b) the infrastructure has the capacity ii. increasing flooding, which adversely affects the to accept any additional loading; safety or use of any land upstream and AND downstream; and S17.3 For Residential Uses— S17.3 Proposal generally complies with the iii. adversely affecting the flow of water in any a) where slab on ground construction probable solution with filling generally located overland flow path. is used, filling does not extend more around building footprint. than 1m beyond the building footprint and access to car parking areas, measured from the outer walls of the . building ; or b) the design consists of a suspended floor construction; AND S17.4 Car parking and maneuvering 17.4 Complies areas are constructed at a level that permits the parking area to drain from the site by gravity means, without the need for mechanical pumping; AND S17.5 Basements for residential uses Not applicable have flood immunity above the Q100 where alternative means to mechanical pumping are used to achieve such immunity; or S17.6 Basements for non-residential Not applicable uses have flood immunity above the Q100 that may be achieved by means of mechanical pumping where the mechanical feature is installed with adequate holding tanks and an alternative back up power source. Sloping sites & ridgelines Not applicable O18 O19 Roof form O20 Rooflines— S20.1 With the exception of buildings S20.1 Complies. a) contribute positively to the local skyline; within the Industry Zone, the main roof b) complement the character of the locality; of the building has a roof pitch no less c) are articulated, pitched or skillion; than 5 degrees and has minimum d) avoid low pitched (eg. less than 5 degrees) or 600mm eaves to at least 75% of the box roof profiles/parapets; and perimeter of the building; AND e) do not create opportunities for residents to Page 5
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