Delegated Report - Code - Planning MCU20 0021 [As Published]

               It is recommended a condition be included accordingly, stating the pergola structures over the
               entry gates are not approved and must be removed from the plans.
               Roof Form
               Probable Solution S13.1 of the Tewantin & Doonan Locality Code states:
                      Except for the Business Centre Zone, the main roof of the building has a roof pitch no less
                      than 5 degrees and has minimum 600mm eaves to at least 75% of the perimeter of the
                      building;
               The proposed development includes 600mm eaves on the buildings to approximately 56% of the
               perimeter on the ground floor and 70% of the perimeter on the upper floor. Considerable
               provision of eaves is provided on the buildings, however the eaves are only 500mm in width and
               therefore not included as part of the calculation. The New Noosa Plan 2020 reinforces the
               requirement for minimum 600mm eaves to be provided and as such no variation is warranted.
               It is recommended a condition be included requiring eaves be provided for a width of 600mm to
               at least 75% perimeter of the buildings.
               Materials and Finishes
               The proposed built form includes a variety of a materials and finishes, including rendered block
               work; textured FC sheeting; concrete balcony’s which overhang as awnings to the below; open
               glass balustrading; timber clad sections; natural rock clad sections; powder coated aluminium
               slats; and a pitched roof form with exposed rafter tails and colorbond roof sheeting.
               The proposed development is consistent with and complimentary to the character of existing
               development in the locality.
               Filling of the site
               Probable Solution S11.3 of the Tewantin & Doonan Locality Code states:
                      For Residential Uses—
                      a) where slab on ground construction is used, filling does not extend more than 1m beyond
                      the building footprint and access to car parking areas, measured from outer walls of the
                      building; or
                      b) the design consists of a suspended floor construction;
               The proposal includes filling of the site to around 1.3 metres in height from natural ground level,
               at the highest point.
               The corresponding Specific Outcome O11 states:
                      Buildings and other works are designed and sited to—
                      a) provide flood free access to premises and flood free habitable areas;
                      b) allow only minor, short term and infrequent flooding of non-habitable areas;
                      c) ensure carparking areas can be adequately drained;
                      d) ensure drainage does not adversely impact upon other premises; and
                      e) ensure filling or excavation does not adversely impact upon other premises by—
                              i. causing ponding of water on the site or nearby land;
                              ii. increasing flooding, which adversely affects the safety or use of any land upstream
                              and downstream; and
                              iii. adversely affecting the flow of water in any overland flow path.
               The proposed filling of the site is considered reasonable given the standard lot sizes of the site
               (587.04m² and 602.22m²); required minimum floor level of habitable buildings due to the flood
               hazard relevant to the site; and reasonable access transitions into the buildings.


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Document Set ID: 21107969
Version: 17, Version Date: 30/10/2020