Skip to the record
Accept no imitations.

Original source · versioned page text

App C - Current Decision Notice and Approved Plans

of 35
                                                                               Officer:            Matthew Pinese
                                                                               Direct Telephone:   07 53296316
                                                                               Our Reference:      MCU25/0057
                                                                                                   OPW25/0078
                                                                                                   RAL25/0010
                                                                               Your Reference:     0750

               14 October 2025


               20 Williams St Developments P/L
               C/- Pivotal Perspective Pty Ltd
               3/93 Hilton Tce
               TEWANTIN QLD 4565
               [email protected]



               Dear Jack
                                                         Decision Notice
                                                         Planning Act 2016

               I refer to your application and advise that on 15 September 2025, Council decided to approve the
               application subject to conditions.
               Details of the decision are as follows:
               1.      APPLICATION DETAILS

                   Application No:              MCU25/0057, OPW25/0078 and RAL25/0010

                   Street address:              9 George Street, Noosaville Qld 4566

                   Real property description:   Lot 8 on RP72243

                   Planning Scheme:             Noosa Plan 2020 (25 September 2020)

               2.      DECISION DETAILS

               Council decided to issue the following type of approval:
               •       Development Permit for Material Change of Use - Dual occupancy
               •       Development Permit for Operational Works – Landscaping, Access, Car parking,
                       Earthworks, Stormwater
               •       Development Permit for Reconfiguring a Lot – Community Title Subdivision (1 Lot into 3
                       Lots)
               3.      CURRENCY PERIOD OF APPROVAL

               The currency period for this development approval is stated in the conditions below.




               ABN 97.969.214.121                                                               PO Box 141
               noosa.qld.gov.au                                                          Tewantin QLD 4565
               [email protected]                                                          07 5329 6500
                                                                                                         Page 1 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Log in to download the original (App C - Current Decision Notice and Approved Plans.pdf)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of pages 2 to 32 (of 35)

Page 2

               4.     ASSESSMENT MANAGER CONDITIONS

                               DEVELOPMENT PERMIT FOR MATERIAL CHANGE OF USE (MCU25/0057)
                      When Conditions Must Be Complied With
               1.     Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to
                      the use commencing, and then compliance maintained at all times while the use continues.
                      Currency Period
               2.     This development approval lapses if the use has not happened by 15 September 2031,
                      unless an application to extend the currency period is approved by Council.
                      Approved Plans
               3.     Development authorised by this approval must be undertaken generally in accordance with
                      the Approved Plans listed in the table/s below.

                        Plan No.           Rev.      Plan/Document Name                            Date

                        2503 05             DA06     Conceptual Plan – Ground Floor prepared 9/07/2025
                                                     by Skale Building Design
                                                     Annotated by Council

                        2503 06             DA06     Conceptual Plan – First Floor prepared by 9/07/2025
                                                     Skale Building Design

                        2503 07             DA06     Conceptual Plan – Roof prepared by Skale 9/07/2025
                                                     Building Design

                        2503 08             DA06     Street Elevation prepared by Skale Building 9/07/2025
                                                     Design
                                                     Annotated by Council

                        2503 09             DA06     Eastern Elevation prepared by Skale 9/07/2025
                                                     Building Design

                        2503 10             DA06     Southern Elevation prepared by Skale 9/07/2025
                                                     Building Design
                                                     Annotated by Council

                        2503 11             DA06     Western Elevation prepared by Skale 9/07/2025
                                                     Building Design

                        2503 12             DA06     Northern Elevation prepared by Skale 9/07/2025
                                                     Building Design
                                                     Annotated by Council

                        2503 13             DA06     Western Fence Elevation prepared by 9/07/2025
                                                     Skale Building Design

                        2503 14             DA06     Section A prepared by Skale Building 9/07/2025
                                                     Design
                                                     Annotated by Council

                        2503 15             DA06     Section B prepared by Skale Building 9/07/2025
                                                     Design



                                                                                                      Page 2 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 3

                        Plan No.              Rev.      Plan/Document Name                           Date
                                                        Annotated by Council

                      Nature and Extent of Approved Use
               4.     The approved development consists of a Dual occupancy.
                      Built Form and Development Appearance
               5.     All air conditioning units or other mechanical equipment must be fully enclosed or screened
                      such that they are not visible from the street frontages nor adjoining properties.
               6.     All units where adjoining an external residential allotment are to screen and batten air-
                      conditioning units to assist with noise mitigation.
               7.     All deck and balcony areas above ground floor must not be fully enclosed by permanent
                      fixtures such as shutters, louvres, glass panelling or the like.
               8.     The development must use muted environmental colour tones that blend with the natural
                      environment.
                      Building Height
               9.     The maximum height of the development must not exceed 8 metres above the natural and
                      finished ground levels.
               10.    Certification must be submitted to Council from a Licensed Surveyor which certifies that the
                      buildings do not exceed the maximum height requirement of this Decision Notice.
                      Performance Bond
               11.    Security in the form of a cash bond or trading bank guarantee to the sum of $10,000 must
                      be submitted to Council, to secure performance of all conditions of this approval, prior to pre-
                      start meeting. The cash bond or trading bank guarantee will be returned on performance of
                      the conditions of approval less any costs incurred by Council in respect of enforcing
                      performance of this permit. Council reserves the right to call upon the bond or guaranteed
                      sum to effect compliance with conditions.
                      Protection of Privacy
               12.    To ensure privacy is protected between adjoining properties, the windows located on the
                      upper level northern building faces of Unit 1 must either:
                      a.      have a minimum windowsill height or 1.7 metres above floor level;
                      b.      be fitted with translucent glazing; or
                      c.      be fitted with a fixed external screen.
               13.    To ensure privacy is protected between adjoining properties, the windows located on the
                      upper level southern building faces of Unit 2 must either:
                      a.      have a minimum windowsill height or 1.7 metres above floor level;
                      b.      be fitted with translucent glazing; or
                      c.      be fitted with a fixed external screen.
               14.    As shown on the Approved Plans, the upper-level terraces located on the western building
                      face of Units 1 & 2 are to include fixed external screens positioned in such a way to obscure
                      direct views into the habitable room windows or private open space areas of the adjoining
                      property. Any fixed external screen(s) must not extend more than 50% of the length of the
                      balcony




                                                                                                       Page 3 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 4

                      Street Identification
               15.    The street address of the development from George Street must be clearly visible and
                      discernible from the primary frontage of the site by the provision of a street number and,
                      where appropriate, the building name.
                      Fencing and Walls
               16.    The combined height of any retaining wall and fence must not exceed 1.8 metres when
                      located within 6 metres of the front boundary. Any changes in fence height should be tapered
                      to prevent abrupt transitions.
               17.    Any street fencing must not exceed 1.8 metres in height, be set back as shown on the
                      Approved Plans.
               18.    The area of land between the fence and the front property boundary must be densely
                      landscaped to screen any fencing from the street.
                      Community Management Statement
               19.    Any proposed Community Management Statement required for the development pursuant to
                      the Body Corporate and Community Management Act 1997 must be submitted to Council for
                      endorsement at the same time as submission of the Building Format Plan (or similar) to
                      Council for compliance assessment.
               20.    All clauses and by-laws of the proposed Community Management Statement must accord
                      with the requirements of this Decision Notice and, in particular, must include the following
                      additional clauses:
                      a.      The site includes a stormwater management and water quality treatment system.
                      b.      The stormwater management and water quality treatment system must be maintained
                              in accordance with the Water by Design (2009) Maintaining Vegetated Stormwater
                              Assets (Version 1).
                      c.      The full cost of maintaining the system in accordance with the Water by Design (2009)
                              Maintaining Vegetated Stormwater Assets (Version 1) must be included in the
                              proposed levies for each dwelling owner/body corporate.
                      Waste Storage
               21.    The refuse areas must be of muted environmental tones to reduce the visual impact of the
                      infrastructure in the streetscape and suitably screened by landscaping where viewed from
                      the street.
               22.    The developer must provide waste storage and disposal facilities in accordance with
                      Planning Scheme Policy 9, Waste Management, including an external imperviously paved
                      area correctly sized for all refuse and recycling containers and suitably screened from public
                      places and neighbouring properties. A bin wash area is required with a cold-water tap, hose
                      and drain outlet connected to sewer, via a bucket trap. The drain outlet must be designed to
                      prevent storm water entry to the sewerage system.
               23.    Refuse containers must be provided in accordance with the requirements of the
                      Environmental Protection (Interim Waste) Regulation 1996 and (Waste Management)
                      Regulation 2000, for the storage and collection of refuse.
                      Landscaping Works
               24.    The development site must be landscaped. The works must be undertaken in accordance
                      with the PSP2 - Landscape and the Noosa Plan 2020 for that specific area and must include
                      in particular:
                      a.      the works shown on the Approved Plans
                      b.      vegetated screening of any electrical transformers, bin storage areas and the like from
                              the road frontage




                                                                                                       Page 4 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 5

               25.    All landscape works must be established and maintained in accordance with the approved
                      design for the life of the development, and in a manner that ensures healthy, sustained and
                      vigorous plant growth. All plant material must be allowed to grow to full form and be
                      refurbished when its life expectancy is reached.
                      Site Access and Driveways
               26.    A sealed access driveway must be provided from George Street to all parking and
                      manoeuvring areas of the development. The works must be undertaken generally in
                      accordance with SCG Consulting Engineer’s Operational Works Driveway & Access Plan
                      (00469-OW4.1) and Operational Works Driveway Details Plan (00469-OW4.2) dated March
                      25 and must include in particular:
                      a.      a driveway crossover in accordance with Council’s standard drawings RS-049, RS-050
                              and any associated addendum.
                      Car Parking
                      A minimum of 4 car parking spaces must be provided and marked on the site and generally
                      in accordance with SCG Consulting Engineer’s Operational Works Driveway & Access Plan
                      (00469-OW4.1) dated March 25 and must include in particular:
                      a.      dimensions, crossfalls and gradients in accordance with Australian Standard AS2890:
                              Parking Facilities
                      Pedestrian Facilities
               27.    Construct a 1.5 metre wide footpath within the road verge for the entire length of the site’s
                      frontage to George Street.
                      Condition 26 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
                      infrastructure.
                      Stormwater Drainage
               28.    The site must be provided with a stormwater drainage system connecting to a lawful point of
                      discharge. The works must be undertaken generally in accordance with SCG Consulting
                      Engineer’s Operational Works Stormwater Management Plan (00469-SW1.1) dated March
                      25 and must include in particular:
                      a.      3,000L of on-site rainwater retention per dwelling.
                      Condition 27 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
                      infrastructure.
                      Services
               29.    Underground reticulated electricity and telecommunication services must be provided to
                      each lot/unit in accordance the standards and requirements of the relevant service provider.
               30.    Unless otherwise stipulated by telecommunications legislation at the time of construction, the
                      development must be provided with all necessary conduits, pits and pipes to accommodate
                      the future connection of optic fibre technology telecommunications.
               31.    Certification must be submitted to Council from all relevant service providers (Energex, NBN
                      and Unitywater) which certifies that the development has met the requirements of this
                      Decision Notice and all applicable legislation at the time of construction.
                      Earthworks and Retaining Walls
               32.    All earthworks and associated batters/retaining structures, both above and below ground
                      level, both temporary and permanent, must be undertaken in accordance with the conditions
                      of this approval, be generally in accordance with SCG Consulting Engineer’s Operational
                      Works Earthworks Plan (00469-OW3.1) dated March 25, and contained entirely within the
                      subject site unless written permission from the respective landowner(s) is provided to
                      Council.




                                                                                                      Page 5 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 6

               33.    All retaining walls must be designed and constructed in accordance with the planning scheme
                      and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
                      are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
                      safety fence.
                      Damage to Services and Assets
               34.    Any damage caused to existing services and assets as a result of the development works
                      must be repaired at no cost to the asset owner at the following times:
                      a.      where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
                              or
                      b.      where otherwise, upon completion of the works associated with the development.
                      Any repair work which proposes to alter the alignment or level of existing services and assets
                      must first be referred to the relevant service authority for approval.
               DEMOLITION WORK
                      Codes of Development
               35.    Unless specifically conditioned otherwise, all works must comply with the relevant acceptable
                      solutions as contained in the Waste Management Code and Water Quality and Drainage
                      Code of the Noosa Plan 2020.
                      Demolition Works
               36.    Demolition must be undertaken in a manner that causes no detrimental effect upon the
                      amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-borne
                      hazards, atmospheric pollutants (including dust or odours) nuisance or any other emissions
                      in accordance with the nuisance provisions of the Environmental Protection Act 1994.
                      Waste Management
               37.    Adequate area must be provided on-site for the collection and separate storage of recyclable,
                      non-recyclable, vegetative and hazardous materials in their specific waste streams during
                      removal or demolition works.
               38.    All waste materials must be removed from the site to avoid causing unhealthy conditions,
                      with the site left clean, tidy and free from any debris.
                      Water Quality and Drainage
               39.    Erosion and sediment control is to be undertaken in accordance with the requirements of the
                      Water Quality and Drainage Code of the Noosa Plan. Measures are to be installed and/or
                      maintained until soils are stabilised by vegetation or sealed.
                      NOTE: It is an offence under the Environmental Protection Act 1994 to deposit or potentially
                      allow litter, waste, soil, or other contaminants to enter a waterway or storm water drainage
                      system (e.g. roadside gutter).
                      Health and Safety
               40.    All building materials containing asbestos, including asbestos cement sheeting or roofing and
                      lagging, are removed from the building prior to demolition or relocation.
               41.    Removal of building materials containing asbestos must be undertaken by a licensed
                      asbestos removalist.
               42.    Asbestos removal work (Section 466) of the Work Health and Safety Regulation 2011
                      requires a licensed asbestos removalist to give notice to Workplace Health and Safety
                      Queensland (WHSQ) of licensed asbestos removal work at least five days before the work
                      commences. Notification must be made using Form 65: Notification of licensed asbestos
                      removal work, demolition work or emergency demolition.




                                                                                                      Page 6 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 7

               43.    All building materials containing asbestos products are wrapped and disposed of in
                      accordance with the Public Health Regulation 2006 and the Environmental Protection
                      Regulation 2008.
                      Note: Asbestos is a Regulated Waste. The Department of Environment & Science licenses
                      businesses that transport asbestos waste, and landfills that accept this waste.
                      Plumbing and Drainage
               44.    It is a requirement of the ‘Standard Plumbing and Drainage Regulation 2019’ that at
                      demolition of a building, the existing sanitary drain upstream from the connection point for a
                      service provider’s sewerage system must be sealed watertight. This work is deemed as
                      notifiable Work and must be carried out by a suitably licenced plumber who must submit an
                      As Constructed plan and Form 4 (Notifiable Works Form) to the QBCC (Queensland Building
                      Construction Commission) within 10 days of completing the work.




                                                                                                      Page 7 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 8

                              DEVELOPMENT PERMIT FOR OPERATIONAL WORKS (OPW25/0078)
                      Approved Plans
               1.     Development undertaken in accordance with this approval must generally comply with the
                      approved plans of development. The approved plans are listed in the following table unless
                      otherwise amended by these conditions.

                         Plan No.          Rev.        Plan/Document Name                              Date

                         00469-OW3.1       .           Earthworks Plan, Prepared           by   SCG March 25
                                                       Consulting Engineers

                         00469-OW4.1       A           Driveway and Access Plan, Prepared by March 25
                                                       SCG Consulting Engineers

                         00469-OW4.2       .           Driveway Details, Prepared          by   SCG March 25
                                                       Consulting Engineers

                         00469-SW1.1       B           Stormwater Management Plan, Prepared March 25
                                                       by SCG Consulting Engineers

                         24 DA06           DA06 Tree Planting Detail, prepared by Skale                9.07.2025

                      The following plans require amendment.

                         Plan No.              Rev.        Plan/Document Name                          Date

                         21 DA06               DA06 Landscape Trees, prepared by Skale                 9.07.2025

                         22 DA06               DA06 Landscape Ground, prepared by Skale                9.07.2025


                         23 DA06               DA06 Landscape Species Palette, prepared by 9.07.2025
                                                    Skale

                         Amendments            The above plans must be submitted to Council for agreement prior
                                               to a prestart meeting and incorporate the following:
                                                      a.    Updated landscape plans that provides a minimum 1.2
                                                            metre set back of all walls located along the George Street
                                                            frontage to allow for meaningful landscape along the front
                                                            boundary.
                                                      b.    Updated landscape plans that substitutes the Livistona
                                                            australis adjacent George street frontage with an alternate
                                                            large tree species such as Corymbia tessellaris.

                      Currency Period
               2.     The Currency Period for this development approval lapses if the development has not
                      substantially started by 15 September 2027 unless an application to extend the currency
                      period is approved by Council.




                                                                                                          Page 8 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 9

               PRIOR TO COMMENCEMENT OF WORKS
                      Engineering
               3.     All necessary approvals from external service providers (e.g. Unitywater) and external parties
                      on which the development works are proposed have been obtained and a copy supplied to
                      Council.
               4.     Copies of the approved plans, duly signed by the consultant Registered Professional
                      Engineer of Queensland (RPEQ) must be provided to Council’s Engineering Officer
                      Construction at the “pre start” meeting.
               5.     A condition report including photographs of the frontage of the site must be completed and
                      submitted to council at the prestart meeting / prior to any works commencing.
               6.     Certificates demonstrating currency of public liability insurance and works insurance covering
                      the works must be submitted to Council prior to the prestart meeting.
               7.     Council must be contacted at least 5 working days prior to any works commencing to
                      organise a prestart. The contact number to arrange a pre-start meeting is 5329 6500. The
                      pre-start meeting must include the relevant parties for the following aspects of the works:
                      a.      Civil engineering works;
                      b.      Landscape works;
                      c.      Erosion and sediment control works;
                      d.      Other relevant parties
               8.     A preliminary Construction Management Plan must be submitted with the Operational Works
                      application and must address the following:
                      a.      appropriate traffic signage in accordance with the Manual of Uniform Traffic Control
                              Devices (MUTCD)
                      b.      provision for safe pedestrian access across the frontage of the site both during daily
                              construction and after daily construction has ceased.
               9.     Any changes to the details associated with the supervising RPEQ or Principal Contractor
                      during construction, must be notified to council in writing within five business days of the
                      change occurring.
               10.    Any conflict between the development and an existing or proposed service must be referred
                      to the relevant service authority for determination prior to commencement of works.
               11.    Prior to requesting a prestart meeting:
                      a.      Receipt of amended plans (refer to Condition 1) for approval.
               DURING CONSTRUCTION
                      Engineering
               12.    The developer must meet any costs to repair damage to any Council asset during
                      construction, where damage is a result of the development works. Damage to assets must
                      be repaired immediately where it creates a hazard to the community. In circumstances where
                      the damage does not create a hazard to the community, it must be repaired immediately on
                      completion of the works associated with the development.
               13.    All works must be supervised by a Registered Professional Engineer of Queensland (RPEQ)
                      who is independent of the Developer and Principal Contractor, and they must certify that all
                      works conform to the Operational Works permit. Where municipal works are involved, such
                      confirmation must be submitted for the respective hold points prior to any site inspection by
                      Council Officers.
               14.    All works must be constructed and work procedure undertaken in accordance with:
                      a.      The approved plans/documents and conditions detailed in this Decision Notice



                                                                                                      Page 9 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 10

                      b.      All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
                              specifications and guidelines
                      c.      The latest version of the Healthy Waterways document “Water Sensitive Urban Design
                              Technical Design Guidelines for South East Queensland” for all water quality devices
                              to be constructed on site
                      Works within Road Reserve/Reinstatement
               15.    Safe pedestrian and vehicle access on all streets in the vicinity of the development must be
                      maintained at all times. Should footpath/road closures be necessary to carry out construction
                      works, Council’s Engineering Officer must be notified prior to the proposed closure and all
                      requirements complied with.
               16.    All frontage works must match neatly with existing road and verge/footpath features.
                      Additional works beyond the frontage may be required to provide an acceptable transition to
                      existing road and verge/footpath profiles.
               17.    The verge is to be modified such that the maximum crossfall for the verge is 5%, except in
                      the location of a pathway where the maximum crossfall is to be 2.5%.
               18.    Electrical conduits or other services proposed to be installed within existing and proposed
                      road reserves under existing sealed carriageways, concrete pathways, concrete/sealed
                      driveways or significant vegetation must be installed by boring. Trenching is not permitted,
                      unless specifically approved by Council.
                      Pathways
               19.    All pathways must be constructed in accordance with the following requirements:
                      a.      All footpath/cycleway must comply with Council’s Standard Drawing SEQ R-065.
                      b.      Provision must be made for disabled access at all kerb crossings associated with
                              pathways, in accordance with Council's current standards.
                      c.      All paths must have a slip resistant surface.
                      d.      Expansion and contraction joints must provide a flush finish. Installation of joints by
                              saw cutting is preferred to ensure a smooth ride for cyclists.
                      e.      The required work includes any modifications to ensure the footpath finishes flush with
                              all existing service covers and the like, or alternatively these services are raised or
                              altered, so as not to create a pedestrian safety hazard.
               20.    Pathways must:
                      a.      terminate in a manner that ensures smooth transition to existing surfaces for public
                              safety.
                      b.      be designed and constructed to comply with the Disability Discrimination Act (DDA),
                              Access to Premises Standard, Austroads and relevant sections of AS1428 Design for
                              access and mobility.
                      Site Access and Driveways
               21.    Driveway crossovers must be constructed in accordance with council’s Standard Drawings
                      RS-049, RS-050 and RS-051 and any associated addendum.
               22.    Any existing unnecessary or redundant property accesses must be removed, and the kerb,
                      footpath and verge area reinstated to match the existing footpath and/or verge treatments.
                      Grassed verge areas to be reinstated must be provided with 100 mm topsoil and grass seed
                      or turf, and must be maintained by the developer until established.
               23.    The following must be complied with during the construction of the required
                      crossover/driveway:
                      a.      The driveway surfacing must consist of either an approved hot mixed asphaltic
                              concrete or patterned/plain concrete.



                                                                                                      Page 10 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 11

                      b.      The driveway must be constructed so as not to concentrate stormwater runoff onto
                              neighbouring properties.
                      c.      Underground service conduits for water supply, electricity and any other services must
                              be provided as part of the access driveway
                      d.      Where there is an existing pedestrian path, a matching crossfall must be provided for
                              the driveway on the alignment of the path, for the full width of the path.
                      e.      The property access must be located a minimum of 1m clear of existing power poles,
                              streetlights or other signage. The developer is responsible for any necessary relocation
                              of existing services to provide this clearance and must contact the relevant service
                              authorities and comply with their requirements in relation to these works.
                      Earthworks and Retaining Walls
               24.    All earthworks shall be undertaken in accordance with the provisions of AS 3798 Guidelines
                      on Earthworks for Commercial and Residential Development, with geotechnical testing
                      undertaken in accordance with Section 8 of the Standard, and to a minimum of ‘Level 1’ as
                      defined in Appendix B. Test results as required by AS 3798, and a certificate of quality and
                      uniformity of fill shall be provided by a RPEQ and submitted to Council prior to Council signing
                      the Plan of Survey.
               25.    All earthworks and associated batters/retaining structures, both above and below ground
                      level, both temporary and permanent, must be contained entirely within the subject site
                      unless written permission from the respective landowner(s) is provided to Council.
               26.    Fall protection must be provided to retaining walls that are over 1m high.
               27.    Slope and batters are a maximum grade of:
                      a.      1 in 6 where in proximity to waterbodies
                      b.      1 in 4 for grassed areas.
                      c.      1 in 3 for planted areas.
                      d.      1 in 2 for combined structural engineering and planting solutions.
                      Stormwater Drainage
               28.    Appropriate scour protection must be provided at the outlet of all stormwater pipes including
                      temporary outlets.
               29.    Works associated with this permit must not adversely impact on the existing drainage
                      conditions on other properties (e.g. by blocking or interfering with natural overland flows).
               30.    Construction of all internal stormwater drainage works must comply with the relevant
                      section/s of Australian Standard AS/NZS 3500.3.
               31.    Prior to the completion of the development, all site surfaces must be effectively stabilised
                      using methods which have achieved effective short-term stabilisation and which will continue
                      to achieve effective stabilisation in the medium- to long-term (refer to E&SC Advisory Notes).
                      For the purpose of this condition, an effectively stabilised surface is defined as one that does
                      not, or is not likely to result in visible evidence of soil loss caused by sheet, rill or gully erosion
                      or lead to sedimentation, or lead to water contamination.
                      Erosion and Sediment Control
               32.    Prescribed Water Contaminants (as defined in Schedule 10 of Environmental Protection
                      Regulation 2019) must not be released from the site or to waters within the site, or be likely
                      to be released should rainfall occur, unless all reasonable and practicable measures are
                      taken to prevent or minimise the release and concentration of contamination.




                                                                                                            Page 11 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 12

               33.    Sediment and erosion control measures must be in place prior to works commencing. If such
                      measures are not in place or are not satisfactory, “on the spot” fines may be issued. Such
                      fines can be issued if sediments from the site are found to enter or have the potential to enter
                      Council’s stormwater system, natural waterways, any downstream stormwater filtration
                      system or adversely impacting on other properties. The sediment and erosion control design
                      and measures have NOT been approved, it is the site's Supervising Engineer who is
                      responsible for ensuring that the sediment and erosion control measures have:
                      a.      Been duly designed by an RPEQ or CPESC and constructed in accordance with "best
                              practise" methods,
                      b.      Been revised by an RPEQ or CPESC to address the issues raised by changes in the
                              projected construction schedule and/or methods,
                      c.      Been revised to address predicted rainfall events, and
                      d.      Achieve the desired environmental outcomes.
               34.    Council may request further controls to be installed should the implemented measures be
                      found inefficient.
               35.    The erosion and sediment control measures must be designed, installed and maintained in
                      accordance with the supervising engineer instructions and the current best practice
                      standards * (Refer to Advisory Note).
               36.    The developer must ensure non-essential exposure of soil is prevented by restricting the
                      extent of disturbance and minimising the duration of soil exposure to adverse weather
                      conditions and effectively turf, cover or stabilise any disturbed area without delay and prior
                      to rainfall occurring.
               37.    The developer must ensure sediment does not leave the site or enter onto adjoining
                      properties or Council’s drainage system due to surface runoff or on tyres of vehicles and/or
                      machinery. It is essential to implement appropriate approved erosion and sediment control
                      measures throughout the site during all phases of construction including vehicle shakedown
                      pad/grid (or similar) at the access to the construction site. Where sediments or other
                      contaminants are deposited on a road, they must be removed so as not to enter Council’s
                      drainage system or waterways.
               38.    Prior to the completion of the development and commencement of use, all site surfaces must
                      be effectively stabilised using methods which have achieved effective short-term stabilisation
                      and which will continue to achieve effective stabilisation in the medium to long-term. For the
                      purpose of this condition, an effectively stabilised surface is defined as one that does not, or
                      is not likely to result in visible evidence of soil loss caused by sheet, rill or gully erosion or
                      lead to sedimentation, or lead to water contamination.
                      Vegetation Clearing
               39.    Removal of trees and vegetation must be undertaken by a qualified person* and must
                      include:
                      a.      No damage to vegetation for retention.
                      b.      Legal disposal of all removed vegetation and debris.

                      Fauna Management
               40.    Prior to felling or pruning, all trees are to be checked for wildlife (i.e. koalas, possums, birds
                      etc.) If wildlife is present, the tree vegetation must not be felled or pruned until the wildlife
                      has left vegetation or has been relocated by a qualified fauna spotter catcher.
                      *(Refer to Advisory Note)
                      Landscape Works
               41.    Landscape works must be supervised, undertaken and certified by qualified persons*. All
                      works must be completed in accordance with this Decision Notice.


                                                                                                        Page 12 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 13

                      *(Refer to Advisory Note)
               42.    Where damage occurs to any Council asset as a result of the development works, it must be
                      repaired immediately where it creates a hazard that presents risk to person or property. Other
                      damage must be repaired prior to completion of works.
               43.    Street trees must:
                      a.      Meet AS2303 Tree stock for landscape use.
                      b.      Be located in accordance with engineering requirements for safe vehicle and
                              pedestrian sight lines.
               44.    The finished level of all mulch in garden beds and landscaped medians is to be a minimum
                      of 50mm below the level of the adjacent top of kerb. All landscaping is to be constructed in
                      accordance with Council’s Planning Scheme Policy PSP2 Landscaping.
               45.    Suitable root barriers must be installed where proposed trees are adjacent to paths,
                      pavement etc in accordance with Council’s Planning Scheme Policy PSP2 Landscaping.
               46.    An inspection is to be carried out with the relevant Council officers, the Contractor and
                      Supervising Engineer after road centrelines have been established, and prior to clearing
                      being carried out. This inspection is to deal with the limits of clearing to be carried out for this
                      development. This meeting is to take place prior to the “Pre-start” meeting.
               Damage to Services and Assets
               47.    Any damage caused to existing services and assets as a result of the development works
                      must be repaired at no cost to the asset owner at the following times:
                      a.      where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
                              or
                      b.      where otherwise, upon completion of the works associated with the development.
               Any repair work which proposes to alter the alignment or level of existing services and assets must
               first be referred to the relevant service authority for approval.
               FOLLOWING CONSTRUCTION / PRIOR TO THE COMMENCEMENT OF THE USE / COUNCIL
               SIGNING THE PLAN OF SURVEY
                      Certification
               48.    Upon completion of the work a certificate must be issued by an RPEQ certifying that the
                      works have been constructed in accordance with the Operational Works permit.
                      Supervision/Certification
               49.    Prior to commencement of use the following (prepared by respective qualified persons* and
                      certifying compliance with approvals) must be submitted to Council:
                      a.      Landscaping certification confirming all works have been constructed in accordance
                              with conditions of approval.
                      *(Refer to Advisory Note)




                                                                                                          Page 13 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 14

                              DEVELOPMENT PERMIT FOR RECONFIGURING A LOT (RAL25/0010)
                      When Conditions Must Be Complied With
               1.     Unless otherwise stated, all works required by the conditions of this Decision Notice must be
                      completed prior to the lodgement of a Plan Seal application.
                      Currency Period
               2.     This development approval lapses if the requirements of the conditions have not been
                      completed and an application for plan seal is not lodged with Council by 17 September 2029
                      unless an application to extend the currency period is approved by Council.
                      Approved Plans
               3.     Development authorised by this approval must be undertaken generally in accordance with
                      the Approved Plans listed in the table/s below.

                        Plan No.               Rev.   Plan/Document Name                              Date

                        01                       -    Subdivision Plan prepared by JL                 12/05/2025

               4.     All lot numbering on the subdivision plan to be submitted to Council for compliance
                      assessment must remain as shown on the Approved Plans.
                      Boundary Encroachments
               5.     Certification must be submitted to Council from a Registered Cadastral Surveyor (Qld) which
                      certifies that:
                      a.      all constructed access and roadworks (including associated fill batters and retaining
                              walls) are fully contained within a dedicated reserve or registered easement.
                      b.      all utility services and connections (eg. electricity, telecommunications, water,
                              sewerage) are wholly located within the lot they serve or alternatively included within
                              an easement.
                      c.      all dams (including ponded water, dam walls and associated spillway structures) are
                              wholly located within the boundaries of a single lot.
                      d.      all retaining walls and structures are fully contained within the lot they retain unless
                              otherwise required by condition.
                      e.      any fill, including fill batters, are wholly contained within the subject site and not on
                              adjacent properties.
                      f.      for the community title scheme, the road pavement changes required by this Decision
                              Notice accurately demarcate the boundaries of the public and private land.
                      Water & Sewer Connections
               6.     An underground connection to reticulated water and sewerage must be provided to each
                      Multiple Dwelling in accordance with the standards and requirements of Northern SEQ
                      Distributor–Retailer Authority (Unitywater).
                      A Certificate of Completion from the Northern SEQ Distributor–Retailer Authority (Unitywater)
                      must be submitted to Council that certifies an underground connection to reticulated water
                      and sewerage has been provided to each Multiple Dwelling.
                      Services
               7.     Underground reticulated electricity and telecommunication services must be provided to
                      each lot in accordance with an approval for Operational Works and the standards and
                      requirements of the relevant service provider.
               8.     Unless otherwise stipulated by telecommunications legislation at the time of construction, the
                      development must be provided with all necessary conduits, pits and pipes to accommodate
                      the future connection of optic fibre technology telecommunications.


                                                                                                        Page 14 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 15

               9.     Certification must be submitted to Council from all relevant service providers (Energex, NBN)
                      which certifies that the development has met the requirements of this Decision Notice and
                      all applicable legislation at the time of construction.
                      Community Management Statement
               10.    Any proposed Community Management Statement required for the development pursuant to
                      the Body Corporate and Community Management Act 1997 must be submitted to Council for
                      endorsement at the same time as submission of the Building Format Plan (or similar) to
                      Council for compliance assessment.
               11.    All clauses and by-laws of the proposed Community Management Statement must accord
                      with the requirements of this Decision Notice and, in particular, must include the following
                      additional clauses:
                      a.      The site includes a stormwater management and water quality treatment system.
                      b.      The stormwater management and water quality treatment system must be maintained
                              in accordance with the Water by Design (2009) Maintaining Vegetated Stormwater
                              Assets (Version 1).
                      c.      The full cost of maintaining the system in accordance with the Water by Design (2009)
                              Maintaining Vegetated Stormwater Assets (Version 1) must be included in the
                              proposed levies for each dwelling owner/body corporate.
               5.     REFERENCE DOCUMENTS

               Not applicable.
               6.     REFERRAL AGENCIES

               Not applicable.
               7.     ADVISORY NOTES

               The following notes are included for guidance and information purposes only and do not form part
               of the assessment manager conditions:
                      Aboriginal Cultural Heritage Act 2003
               1.     There may be a requirement to establish a Cultural Heritage Management Plan and/or obtain
                      approvals pursuant to the Aboriginal Cultural Heritage Act 2003 (ACH Act).
                      The ACH Act establishes a cultural heritage duty of care which provides that: “A person who
                      carries out an activity must take all reasonable and practicable measures to ensure the
                      activity does not harm Aboriginal cultural heritage”. It is an offence to fail to comply with the
                      duty of care. Substantial monetary penalties may apply to individuals or corporations
                      breaching this duty of care. Injunctions may also be issued by the Land and Resources
                      Tribunal, and the Minister administering the ACH Act can also issue stop orders for an activity
                      that is harming or is likely to harm Aboriginal cultural heritage or the cultural heritage value
                      of Aboriginal cultural heritage.
                      You should contact the Cultural Heritage Unit to discuss any obligations under the ACH Act.
                      Equitable Access and Facilities
               2.     The plans for the proposed building work have NOT been assessed for compliance with the
                      requirements of the National Construction Code - Building Code of Australia (Volume 1) as
                      they relate to people with disabilities. Your attention is also directed to the fact that in addition
                      to the requirements of the National Construction Code as they relate to people with
                      disabilities, one or more of the following may impact on the proposed building work:
                      a.      the Disability Discrimination Act 1992 (Commonwealth);
                      b.      the Anti-Discrimination Act 1991 (Queensland); and
                      c.      the Disability (Access to Premises – Buildings) Standards.



                                                                                                           Page 15 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 16

                      Advertising Devices
               3.     All Advertising Devices must comply with Schedule 10 of Subordinate Local Law No.1
                      (Administration) 2015 including both temporary and permanent signage. All freestanding,
                      pylon or pole signs or signage that is illuminated requires approval from Council prior to being
                      installed. All signage identified in s6 of Schedule 10 of Subordinate Local Law No. 1 is
                      prohibited from being erected in the Shire.
                      Infrastructure Charges
               4.     All developments and/or changes to existing developments may require payment of
                      “Infrastructure Charges” (as applicable) in accordance with Council’s “Charges Resolution”
                      made pursuant to the planning legislation and regulations current at the time of issue. For
                      further       information,     please        refer to https://www.noosa.qld.gov.au/planning-
                      development/development-tools-guidelines/infrastructure-charges
                      Performance Bond Agreement
               5.     An applicant for a development application may make an agreement with an assessment
                      manager, referral agency or other person to establish the responsibilities, or secure the
                      performance, of a party to the agreement about a development condition.
                      Development Compliance Inspection
               6.     Prior to the commencement of the use, please contact Council's Development Assessment
                      Branch to arrange a Development Compliance Inspection.
                      Building and Construction Industry (Portable Long Service Leave) Levy
               7.     The QLeave levy must be paid prior to the issue of a development permit where it is required.
                      Council will not be able to issue a Decision Notice without receipt of details that the Levy has
                      been paid.
                      Retention of Existing Trees
               8.     The existing trees on adjoining properties must be retained and protected during construction
                      wherever achievable. To avoid doubt, this advisory note is not intended to exclude the
                      operation of Chapter 3 of the Neighbourhood Dispute Resolution Act 2011 following
                      construction of the development which is the subject of this development approval.
                      Removal of Existing Trees and Vegetation
               9.     Stockpiling mulch to the appropriate volume and separation is required for fire mitigation as
                      well as optimum weed seed sterilisation.
                      Qualified Person
               10.    Qualified Person, for the purpose of:
                      a.      Supervising landscape works and preparing a landscape certification, is considered to
                              be a landscape architect, landscape designer or horticulturist with a minimum of three
                              years current experience in the field of landscape design.
                      b.      Undertaking landscape construction and establishment works is considered to be a
                              person with five years current experience in commercial landscape construction
                              projects.
                      c.      Undertaking, supervising tree works and preparing arboriculture certification, is
                              considered to be a person with a minimum three years current experience in tree
                              protection, hazard identification/mitigation and Specifying Trees – a guide to
                              assessment of tree quality (NATSPEC) assessment and either:
                      i.      International Society of Arboriculture (ISA) certification; or
                      ii.     A Diploma of Arboriculture.
                      d.      Managing Fauna protection is considered to be a certified Fauna Spotter Catcher.




                                                                                                      Page 16 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 17

                      Landscape Works
               11.    The applicant must pay the re-inspection fee in accordance with Council's Fees and Charges
                      Register where:
                      a.      An inspection revealed that any constructed rehabilitation/landscape works do not
                              comply with the conditions of the Decision Notice, Approved Plans and or Approved
                              Documents
                      b.      Certification is submitted to Council falsely stating that works comply with the approved
                              plans, documents and or conditions of the Decision Notice.
               Biosecurity Act 2014 – Fire Ant Control
               12.    Developers must remain vigilant for the presence of fire ants. Under the Biosecurity Act 2014,
                      individuals and businesses are responsible for ensuring that they follow the movement
                      controls for specific organic materials to help prevent the spread of fire ants within South
                      East Queensland’s fire ant biosecurity zones. Movement of a fire ant carrier from within a fire
                      ant biosecurity zone may need a biosecurity instrument permit. More information is available
                      on       https://www.fireants.org.au/treat/business-andindustry/movement-controls.property
                      notes
               8.     VARIATION APPROVAL DETAILS

               Not applicable.
               9.     FURTHER DEVELOPMENT PERMITS REQUIRED

                Type of Development Permit Required                Subject of the required Development Permit

                Development Permit for Building Works              All building work.

               10.    SUBMISSIONS

               Not applicable.
               11.    RIGHTS OF APPEAL

               You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
               Planning Act 2016 is attached.
               During the appeal period, you as the applicant may suspend your appeal period and make written
               representations to Council about the conditions contained within the development approval. If
               Council agrees or agrees in part with the representations, a negotiated decision notice will be
               issued. Only one negotiated decision notice may be given.
               12.    OTHER DETAILS

               If you wish to obtain more information about the decision, electronic copies are available online at
               www.noosa.qld.gov.au or at Council Offices.


               Yours faithfully,




               Matthew Pinese
               Development Planner

               Enc:   Appeal Rights
                      Infrastructure Charge Notice
                      Approved Plans/Documents




                                                                                                        Page 17 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 18

                                                                              Appeal Rights
                                                                              PLANNING ACT 2016 & PLANNING REGULATION 2017




               Chapter 6 Dispute resolution                                                   (3) The appellant or, for an appeal to a tribunal, the registrar must,
                                                                                                  within the service period, give a copy of the notice of appeal to –
               Part 1 Appeal rights
                                                                                                  (a) the respondent for the appeal; and
               229 Appeals to tribunal or P&E Court
                                                                                                  (b) each co-respondent for the appeal; and
               (1) Schedule 1 of the Planning Act 2016 states –
                                                                                                  (c) for an appeal about a development application under schedule
                   (a) Matters that may be appealed to –
                                                                                                      1, table 1, item 1 – each principal submitter for the
                         (i)   either a tribunal or the P&E Court; or                                 development application; and
                         (ii) only a tribunal; or                                                 (d) for and appeal about a change application under schedule 1,
                                                                                                      table 1, item 2 – each principal submitter for the change
                         (iii) only the P&E Court; and
                                                                                                      application; and
                   (b) The person-
                                                                                                  (e) each person who may elect to become a co-respondent for the
                         (i)   who may appeal a matter (the appellant); and                           appeal, other than an eligible submitter who is not a principal
                                                                                                      submitter in an appeal under paragraph (c) or (d); and
                         (ii) who is a respondent in an appeal of the matter; and
                                                                                                  (f)   for an appeal to the P&E Court – the chief executive; and
                         (iii) who is a co-respondent in an appeal of the matter; and
                                                                                                  (g) for an appeal to a tribunal under another Act – any other
                         (iv) who may elect to be a co-respondent in an appeal of the
                                                                                                      person who the registrar considers appropriate.
                              matter.
                                                                                              (4) The service period is –
               (2) An appellant may start an appeal within the appeal period.
                                                                                                  (a) if a submitter or advice agency started the appeal in the P&E
               (3) The appeal period is –
                                                                                                      Court – 2 business days after the appeal has started; or
                   (a) for an appeal by a building advisory agency – 10 business
                                                                                                  (b) otherwise – 10 business days after the appeal is started.
                       days after a decision notice for the decision is given to the
                       agency; or                                                             (5) A notice of appeal given to a person who may elect to be a co-
                                                                                                  respondent must state the effect of subsection (6).
                   (b) for an appeal against a deemed refusal – at any time after the
                       deemed refusal happens; or                                             (6) A person elects to be a co-respondent by filing a notice of election,
                                                                                                  in the approved form, within 10 business days after the notice of
                   (c) for an appeal against a decision of the Minister, under chapter
                                                                                                  appeal is given to the person.
                       7, part 4, to register premises or to renew the registration of
                       premises – 20 business days after a notice us published under          231 Other appeals
                       section 269(3)(a) or (4); or
                                                                                              (1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
                   (d) for an appeal against an infrastructure charges notice – 20                the Supreme Court decides a decision or other matter under this
                       business days after the infrastructure charges notice is given             Act is affected by jurisdictional error, the decision or matter is non-
                       to the person; or                                                          appealable.
                   (e) for an appeal about a deemed approval of a development                 (2) The Judicial Review Act 1991, part 5 applies to the decision or
                       application for which a decision notice has not been given –               matter to the extent it is affected by jurisdictional error.
                       30 business days after the applicant gives the deemed
                                                                                              (3) A person who, but for subsection (1) could have made an
                       approval notice to the assessment manager; or
                                                                                                  application under the Judicial Review Act 1991 in relation to the
                   (f)   for any other appeal – 20 business days after a notice of the            decision or matter, may apply under part 4 of that Act for a
                         decision for the matter, including an enforcement notice, is             statement of reasons in relation to the decision or matter.
                         given to the person.
                                                                                              (4) In this section –
               Note –                                                                             decision includes-
                   See the P&E Court Act for the court’s power to extend the appeal
                                                                                                  (a) conduct engaged in for the purpose of making a decision; and
                   period.
                                                                                                  (b) other conduct that relates to the making of a decision; and
               (4) Each respondent and co-respondent for an appeal may be heard
                   in the appeal.                                                                 (c) the making of a decision or failure to make a decision; and
               (5) If an appeal is only about a referral agency’s response, the                   (d) a purported decision; and
                   assessment manager may apply to the tribunal or P&E Court to
                                                                                                  (e) a deemed refusal.
                   withdraw from the appeal.
                                                                                                  non-appealable, for a decision or matter, means the decision or
               (6) To remove any doubt. It is declared that an appeal against an
                                                                                                  matter-
                   infrastructure charges notice must not be about-
                                                                                                  (a) is final and conclusive; and
                   (a) the adopted charge itself; or
                                                                                                  (b) may not be challenged, appealed against, reviewed, quashed,
                   (b) for a decision about an offset or refund-
                                                                                                      set aside or called into question in any other way under the
                         (i)   the establishment cost of trunk infrastructure identified in           Judicial Review Act 1991 or otherwise, whether by the
                               a LGIP; or                                                             Supreme Court, another court, a tribunal or another entity; and
                         (ii) the cost of infrastructure decided using the method                 (c) is not subject to any declaratory, injunctive or other order of
                              included in the local government’s charges resolution.                  the Supreme Court, another court, a tribunal or another entity
                                                                                                      on any ground.
               230 Notice of appeal
                                                                                              232 Rules of the P&E Court
               (1) An appellant starts an appeal by lodging, with the registrar of the
                   tribunal or P&E Court, a notice of appeal that-                            (1) A person who is appealing to the P&E Court must comply with the
                                                                                                  rules of the court that apply to the appeal.
                   (a) is in the approved form; and
                   (b) succinctly states the grounds of the appeal.                           (2) However, the P&E Court may hear and decide an appeal even if
                                                                                                  the person has not complied with the rules of the P&E Court
               (2) The notice of appeal must be accompanied by the required fee.




                                                                                                                                                 Page 18 of 18
Document Set ID: 24223542
Version: 4, Version Date: 15/10/2025

Page 19

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                                                                                                                                                             5m        4     3         2         1


                                                                                                                                                                                                                                                                                                                                                                                                               Modinex Beachclad Channel (Mist) cladding installed in




                                                                                                                                                         B
                                                                                                               28.777m, 89° 58' 0.00"                                                                                                                                                                                                                                                                          accordance with manufacturers specifications.
  Knotwood Hinoki aluminium pergola roof




                                                                                                                                                                                                                                                                                                                                   bdy to roof
                                                                                                                                         bdy to roof
  battens over shown dashed. Battens to be                                                                                                                                                                                                                                                                                                       bin




                                                                                                                                                                                                                                             bdy to wall




                                                                                                                                                                                                                                                                                                             bdy to wall
                                                                                                                                                                                                                                                                                                                                                                                                                                -




                                                                                                                                                                                                                                                                                                                                     1,513
                                                                                                                                           1,513
  150 x 50mm sections (300mm typical.                                                                                                                                                                                                                                                                                                            store




                                                                                                                                                                                                                                               2,013




                                                                                                                                                                                                                                                                                                               2,013
  spacing) to have concealed fixings in                                                                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN
  accordance with manufacturers                                                                                                                                                                                                                                                                                                                                            2,125                                                    MCU25/0057,OPW25/0078
  specifications.
                                                                                                                                                                                                                                                                                                                                                            6,048                                                                       & RAL25/0010
                                                                                                                                                                                                                                                                                                                                                          bdy to roof                                                                 NOOSA COUNCIL
                                                                                                                                                                                                                                                                          Pdr 1
   Line of sewer as plotted from UnityWater                                                                                                                                                                                                                               Tiled
                                                                                                                                                                                                                                                                                          wc                                                                                                                                             15 SEP 2025
   records.                                                                                                                                                                                                                                                           b
                                                                                                                               Outdoor Dining                                                                                                                                                                                                                                600
                                                                                                                                    Tiled                                                    up

                                           A                                                                                                                                                                                                                                                                                                               6,507                                                            A
                                                                                                                                                                                                                                                                                                                                                         bdy to wall
                                                                                                                                                         Dining




                                                                                                                                                                                                                                                                                                                                                                              mail
                                                                                                                                                                                                                                                                                                                                                                              box
                                                                                                                                                             Tile
   Knotwood Hinoki aluminium battens
   @600mm cts to form a trellis frame with                                                                                                                                                                                                                                                                                                                                     1,200
                                                                                                                                                                                                                                                                                                                                                                                                               Rebated niche in concrete block wall to have Anodised
   tensioned s/s wire. Trellis to form part of
                                                                                                                                                                                                      ref                                                                                                                                                                                                      aluminium (Pale bronze) signage with LED backlighting
   landscape privacy screen.
                                                                                                                                                                                                                                                                                                                                                                                                               and framed niche surround. Refer to fence details for
                                                                                                                                                                                                                      lift                                                                                                                                                                                     further information.
                                                                                                                                                                                                     wo
                                                                                                                                                                                                                                                                                                                                                                                                               Concrete driveway to be in accordance with structural
                                                                                                                                                                                                                  t             wm                 dry                                                                                                                                                         engineers design and detail. Provide selected coloured/
                                                                                                                                                                                Kitchen                                                                                                                                                                                                                        feature exposed aggregate blend to manufacturers
                                                                                                                                        Lounge                                                                                                                                Garage
                                                                                                                                                                                     Tiled
                                                                                                                                                                                                                  Laundry                                                         Epoxy
                                                                                                                                                                                                                                                                                                                                                                                                               specifications. Driveway to comply with AS2890.1.
   Landscaped court to provide privacy                                                                                                   Tiled                             s                                                 Tile                                                                                                                                                                              Driveway to connect to existing crossover in accordance
   screening.                                                                                                                                                                                                                                                                                                                                                                                                  with local authority regulations. Driveway grades to be in
                                                                                                                                                                      dw                                                                                                                                                                                                                                       accordance with AS2890.1.
                                                                                 pool                                                                                                                                                                                                                                                                                                                        Knotwood Hinoki aluminium battens to form fence/gate.
                                                                                                                                                                                                              Drying court                                                                                                                                                                                   Battens to be 100 x 25mm sections (125mm max.


                                                                                                                                                                                                                                                                 U2




                                                                                                                                                                                                  pty
                                                                                                                                                                                                                              Tile                                                                                                                                                                           spacing typical) to have concealed fixings in accordance
                                                                                                                                                                                                                                                                                                                                                                                                             with manufacturers specifications. Panels to be self-
                                                                                              6,076                                                                                                                                                                                                                                                                                                          supported with 12mm threaded rods & 20mm anodised
                                                                                            bdy to wall                                                                                                                                                                                                                                                                                                      aluminium spacer set down 300mm from top of battens.

                                                                                                                                                                                                                                                                                                                                                                                                             Concrete block wall to be in accordance with structural

                                                                                                                                                                                                                                                                  U1
                                                                                                6,526
                                                                                              bdy to wall                                                                                                                                                                                                                                                                                                    engineers design and detail. Provide Crackenback stone
  Knotwood Hinoki aluminium battens to form                                                                                                                                                                                                                                                                                                                                                                  facing by Eco outdoor.
  fence/gate. Battens to be 100 x 25mm                                                                                                                                                                                        Drying court




                                                                                                                                                                                                            pty
  sections (125mm max. spacing typical) to                                                                                                                                                                                                  Tile
                                                                                                                                                                                                                                                                                                                                                                                                                           Noosa Council Annotation
  have concealed fixings in accordance with                                          pool
  manufacturers specifications. Panels to be
                                                                                                                                                                               dw
  self-supported with 12mm threaded rods &                                                                                                                                                                                                                                                                                                                                                                                 Refer to Conditions 16 and 17
  20mm anodised aluminium spacer set down                                                                                                                                                                                                                                             Garage
                                                                                                                                             Lounge                              s                                             Laundry                                                                                                                                                                                     of the Decision Notice
  300mm from top of battens.                                                                                                                                                                                                               Tile                                            Epoxy
                                                                                                                                                 Tiled                                  Kitchen
                                                                                                                                                                                                                                                                                                                                                                                                                           regarding front fence design




                                                                                                                                                                                                                                                                                                                                                                                                22.964m, 177° 8' 44.08"
                                                      22.943m, 178° 33' 0.00"




                                                                                                                                                                                             Tiled
                                                                                                                                                                                                                                t             wm           dry
                                                                                                                                                                                                                                                                                                                                                                                                                           and the combined height of
                                                                                                                                                                                                             wo                     lift
                                                                                                                                                                                                                                                                                                                                                                                                                           retaining walls and fences
                                                                                                                                                                                                                                                                                                                                                                                                                           within 6 metres of the front
                                                                                                                                                                                                              ref
                                                                                                                                                                                                                                                                                                                                                                                                                           boundary.
                                                                                                                                                                                                                                                                                                                                                                                                                             1,500
   Knotwood Hinoki aluminium battens                                                                                                                            Dining                                                                                                                                                                                         6,803
   @600mm cts to form a trellis frame with                                                                                                                          Tile                                                                                                                                                                                     bdy to wall
   tensioned s/s wire. Trellis to form part of
   landscape privacy screen.                                                                                                                                                                         up
                                                                                                                                   Outdoor Dining
                                                                                                                                            Tiled                                                                                                                                                                                                                                  2,125
                                                                                                                                                                                                                                                                              b
                                                                                                                                                                                                                                                                                  Pdr 1        wc
                                                                                                                                                                                                                                                                                   Tiled

   Boundary fence - Concrete block wall to be
   constructed in accordance with structural
   engineers design and detail. Wall to be
   finished with acrylic render system with fine
   sand finish and painted.                                                                                                                                                                                                                                                                                                                                 bin
                                                                                                                                                                                                                                                                                                                                                            store


                                                                                                                   29.340m, 89° 58' 0.00"
                                                                                                                                                         B




                     Conceptual plan - Ground floor
                                                                                 1:100
                                                                                FE




                                                                                                                                                                                                                                                                                                                                                                                     /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                                                                                                                                              09072025/2503.pln
                                  sbt designs pty ltd t/a
                                  Skale Building Design                                              project      Duplex                                                       lot no.                                                                                    8          DA06          Development application issue                                                           9/7/2025
                                                                                                                                                                                                                                                                                                                                                                                                                          project number
                                  Mobile: 0412 025 657
                                                                                                     for          Ross Palazzesi                                               plan no.                                                                          RP72243             DA05          Development application issue                                                       30/6/2025
                                                                                                                                                                                                                                                                                                                                                                                                                          2503
   skale skale.com.au
                                                                                                                                                                                                                                                                                     DA04          Development application issue                                                       25/6/2025
                                                                                                                  9 George Street                                              drawn                                                                                  BT
                                                                                                                                                                                                                                                                                     DA03          Development application issue                                                       24/6/2025
                                                                                                                                                                                                                                                                                                                                                                                                                          drawing number
                                  [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                                         at           Noosaville                                                   scale                 (A3)                                                          1:100              Rev          Details                                                                                    Date                        05         DA06            © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 20

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                                                                                                                                                                                 5m     4    3         2          1

                                                                                                                                                                                                                                                                                                                                                                                                                                Knotwood Hinoki aluminium pergola roof battens. Battens
                                                                                                                                                                                                                                                                                                                                                                                                                                to be 150 x 50mm sections (300mm typical. spacing) to




                                                                                                                                                                                 B
                                                                                                                 28.777m, 89° 58' 0.00"                                                                                                                                                                                                                                                                                         have concealed fixings in accordance with manufacturers
  Knotwood Hinoki aluminium pergola roof                                                                                                                                                                                                                                                                                                                                                                                        specifications.




                                                                                                                                                       bdy to roof




                                                                                                                                                                                                                                                                                                                          bdy to roof
  battens. Battens to be 150 x 50mm sections




                                                                                                                                                                                                                                                                       bdy to wall
                                                                                                                                                         1,513




                                                                                                                                                                                                                                                                                                                            1,513
                                                                                                                                                                                                                                                                                                                                                                                          6,048




                                                                                                                                                                                                                                                                         2,013
  (300mm typical. spacing) to have concealed
  fixings in accordance with manufacturers                                                     6,297                                                                                                                                                                                                                                                                                    bdy to roof
                                                                                             bdy to roof
  specifications.
                                                                                                                                                                                                                                                                                                                                                                                                                                Modinex Beachclad Channel (Mist) cladding installed in
                                                                                                                                                                                                       dp                                                                                                                                                  dp                                                                   accordance with manufacturers specifications.
  Framed awning roof to be constructed in
  accordance with structural engineers design
  and detail. Roof to have Emerproof water
                                                                                                                                                                                                                                                                                                                                                                                                                                Anodised aluminium framed screen with 25 x 25mm
  proofing barrier and to be finished with
                                                                                                                                                                                                                                                                                                                                                                                                                                Hinoki Knotwood aluminium battens to each side of frame
  acrylic render system with fine sand finish
                                                                                                                                                                                                                                                                                       void                                                                                                                                     to form privacy screen.
  and painted.                                                                                                                                                                                                             up

                                          A                                                                                                                                                                                                                                                                                                                                                                                                  A

  Line of walls under shown dashed.                                                                                                       Terrace
                                                                                                                                               Tile
                                                                                                                                                                                                                                                                                                                                                                                                                                Modinex Beachclad Channel (Mist) cladding installed in




                                                                                                                                                                                                                                                                                                                desk
                                                                                                                                                                                                                                                                               linen
                                                                                                                                                                                                                                                                                                                                                                                                                                accordance with manufacturers specifications.

  Anodised aluminium framed screen with 25 x                                                                                                                                                                                    duct
  25mm Hinoki Knotwood aluminium battens                                                                                                                                                                                                                                                                                                                                                  6,705
                                                                                                  6,855                                                                                                                                        lift                                                                                                                                     bdy to wall
  to each side of frame to form privacy screen.                                                 bdy to wall
                                                                                                                                                                          void
                                                                                                                                                                                                                                linen



  Timber framed walls to be constructed in                                                                                                                                                                                                                                                                                                                                                                                                   -
  accordance with structural engineers design
  and detail. Walls to have Hebel wall panels
                                                                                                                                                                                                                                                                                                                                                                                                                                                      APPROVED PLAN




                                                                                                                                                                                                                                                                                                                               robe
  finished with acrylic render system with fine                                                                                                Mastersuite                                                                                                                                                                                            Bedroom 2                                                                           MCU25/0057,OPW25/0078




                                                                                                                                                                                                                                                                     b
                                                                                                                                                                                                                    b
                                                                                                                                                      Timber                                                                      shr                                                                                                                        Timber
  sand finish and painted.                                                                                                                                                                       Master                                                                                                                                                                                                                                             & RAL25/0010
                                                                                                                                                                                                                                               Bathroom
                                                                                                                                                                                                 Ensuite                                              Tile                                    Bedroom 3                                                                                                                                          NOOSA COUNCIL
                                                                                                                                                                                                       Tile         wc                                             wc                             Timber                                                                                                                        Line of roof over shown dashed.
                                                                                                                                                                                                                                                                                                                                                                                                                                                     15 SEP 2025




                                                                                                                                                                                         robe
                                                                                                                                                                                                            shr                                                                                                                                                             dp
                                                                                                                                    dp
                                                                                                                                                                                                                                                                                                                                                      dp




                                                                                                                                                                                                                                                                                                                                  robe
                                                                                                                                                                                    dp




                                                                                                                                                                                                                                                                                                                                            robe
                                                                                                                                                                                                                                                                                                                                                                                             6,437
  Knotwood Hinoki aluminium pergola roof
                                                                                                                                          dp                                                                         shr                                                                                                                                                           dp      bdy to wall
  battens. Battens to be 150 x 50mm sections
  (300mm typical. spacing) to have concealed




                                                                                                                                                                                                robe
  fixings in accordance with manufacturers                                                                                                                                                                                                                                                                                                                                                                                      Timber framed walls to be constructed in accordance with
                                                                                                                                                                                                            Master
                                                                                                                                                                                                                           wc                                                 wc                    Bedroom 3                                                                                                                   structural engineers design and detail. Walls to have
  specifications.                                                                                                                                                                                                                                      Bathroom                                            Timber
                                                                                                                                                                                                            Ensuite                                                                                                                                                                                                             Hebel wall panels finished with acrylic render system with
                                                                                                                                                                                                                                                              Tile
                                                                                                                                                                                                                  Tile
                                                                                                                                                                                                                                          shr                                                                                                                                                                                   fine sand finish and painted.
                                                                                                                                                          Mastersuite                                                       b                                                                                                                                   Bedroom 2




                                                                                                                                                                                                                                                                              b
                                                                                                                                                                 Timber                                                                                                                                                                                           Timber




                                                                                                                                                                                                                                                                                                                                         robe
  Void/daylight opening to form light well to
                                                           22.943m, 178° 33' 0.00"




                                                                                                                                                                                                                                                                                                                                                                                                                 22.964m, 177° 8' 44.08"
  drying court.

  Anodised aluminium framed screen with 25 x                                                                                                                                     void
                                                                                                                                                                                                                                        linen
  25mm Hinoki Knotwood aluminium battens                                                                                                                                                                                                               lift
  to each side of frame to form privacy screen.                                                      7,127                                                                                                                              duct
                                                                                                   bdy to wall




                                                                                                                                                                                                                                                                                          linen
  Fabriacted anodised aluminium 50 x 10mm




                                                                                                                                                                                                                                                                                                                        desk
  bars @ 100mm cts. with 70 x 10mm top rail                                                                                                       Terrace
                                                                                                                                                       Tile
  to provide balustrade in accordance with
  ABCB Housing Provisions Standard 2022 :                                                                                                                                                                                                                                                                                                                                                                                       Knotwood Hinoki aluminium pergola roof battens. Battens
  11.3. Balustrade to be a min. 1000mm high                                                                                                                                                                                                                                                                                                                                                                                     to be 150 x 50mm sections (300mm typical. spacing) to
  above finished floor level.                                                                                                                                                                                                   up
                                                                                                                                                                                                                                                                                                                                                                                                                                have concealed fixings in accordance with manufacturers
                                                                                                                                                                                                                                                                                                                                                                                                                                specifications.
  Knotwood Hinoki aluminium pergola roof
  battens. Battens to be 150 x 50mm sections
  (300mm typical. spacing) to have concealed
  fixings in accordance with manufacturers                                                                                                                                                                     dp                                                                                                                                                dp
  specifications.
                                                                                                                                                                                                                                                         bdy to wall
                                                                                                                                                                                                                                                           2,013




                                                                                                                     29.340m, 89° 58' 0.00"
                                                                                                                                                                                 B




                         Conceptual plan - First floor
                                                                                     1:100
                                                                   FE




                                                                                                                                                                                                                                                                                                                                                                                                         /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  09072025/2503.pln
                                 sbt designs pty ltd t/a
                                 Skale Building Design                                                 project      Duplex                                                                                    lot no.                                                                                               8                 DA06         Development application issue                            9/7/2025
                                                                                                                                                                                                                                                                                                                                                                                                                                           project number
                                 Mobile: 0412 025 657
                                                                                                       for          Ross Palazzesi                                                                            plan no.                                                                            RP72243                             DA05         Development application issue                           30/6/2025
                                                                                                                                                                                                                                                                                                                                                                                                                                           2503
   skale skale.com.au
                                                                                                                                                                                                                                                                                                                                      DA04         Development application issue                           25/6/2025
                                                                                                                    9 George Street                                                                           drawn                                                                                            BT
                                                                                                                                                                                                                                                                                                                                      DA03         Development application issue                           24/6/2025
                                                                                                                                                                                                                                                                                                                                                                                                                                           drawing number
                                 [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                                           at           Noosaville                                                                                scale              (A3)                                                                  1:100                          Rev          Details                                                     Date                        06         DA06            © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 21

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                                                                                              5m     4    3         2         1




                                                                                                                                                               B
                                                                                                                  28.777m, 89° 58' 0.00"                                                                                                                                                                                                                  -

                                                                                                                                                                                                                                                                                                                                                                   APPROVED PLAN




                                                                                                                                                                                                                         bdy to fascia
                                                                                                                                                                                                                                                                                                                                                              MCU25/0057,OPW25/0078




                                                                                                                                                                                                                            2,013
                                                                                                                                                                                                                                                                                                                                                                  & RAL25/0010
                                                                                                6,225                                                                                                                                                                                                                                                           NOOSA COUNCIL
                                                                                             bdy to fascia
                                                                                                                                                                                                                                                                                                                                                                   15 SEP 2025




                                                                                                                                                                                   5° pitch
                                                                                                                                               open void




                                          A                                                                                                                                                                                                                                                                                                               A
  STRATCO 200mm Edge gutters in
  COLORBOND® steel to be fixed in
  accordance with manufacturers
  specifications. 180 x 30mm h3 treated                                                                                                                                                                                                                                                               6,296
  primed timber fascia. Gutters to have 10mm                                                                                                                                                                                                                                                       bdy to fascia
  spacers to fascia to provide overflow point.


                                                                                                                                                                                                                                                                                                                                             COLORBOND® steel KLIP LOK roof sheeting to be fixed
  COLORBOND® steel Custom Orb oof                                                                                                                                                                                                                                                                                                            in accordance with manufacturers specifications.
  sheeting to be fixed in accordance with
  manufacturers specifications.
                                                                                                                                                                                                                                                                                        5° pitch

                                                                                                                                                                                                                                                                                                                                             STRATCO 200mm Edge gutters in COLORBOND® steel
                                                                                                                                                                                                                                                                                                                                             to be fixed in accordance with manufacturers
                                                                                                                                                               pv                                                                                                                                                                            specifications. 180 x 30mm h3 treated primed timber
                                                                                                                                                                                                                                                                                                                                             fascia. Gutters to have 10mm spacers to fascia to provide
                                                                                                                                                                                                                                                                                                                                             overflow point.
                                                                                                                                                                                                          void
                                                                                                                                                                                                   open
                                                                                                 6,006
                                                                                              bdy to fascia                                                                                                                                                                                              6,068
                                                                                                                                                                                                                                                                                                      bdy to fascia
                                                                                                                                                                                                                 void
                                                                                                                                                                                                          open


                                                                                                                                                                    pv
  Void/daylight opening to form light well to
  drying court.
                                                                                                                                                                                                                                                                                                                                             COLORBOND® steel Custom Orb oof sheeting to be
                                                                                                                                                                                                                                                                                                                                             fixed in accordance with manufacturers specifications.
                                                           22.943m, 178° 33' 0.00"




                                                                                                                                                                                                                                                                                                                              22.964m, 177° 8' 44.08"
                                                                                                                                 5° pitch



  STRATCO 200mm Edge gutters in
  COLORBOND® steel to be fixed in
  accordance with manufacturers
  specifications. 180 x 30mm h3 treated
  primed timber fascia. Gutters to have 10mm
  spacers to fascia to provide overflow point.
                                                                                                                                                                                        5° pitch




                                                                                                                                                   open void




                                                                                                                                                                                                                                          bdy to fascia
                                                                                                    6,257

                                                                                                                                                                                                                                             2,013
                                                                                                 bdy to fascia


                                                                                                                      29.340m, 89° 58' 0.00"
                                                                                                                                                               B




                                Conceptual plan - Roof
                                                                                     1:100
                                                                   FE




                                                                                                                                                                                                                                                                                                                      /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                                                                               09072025/2503.pln
                                 sbt designs pty ltd t/a
                                 Skale Building Design                                                  project      Duplex                                              lot no.                                                          8               DA06   Development application issue                           9/7/2025
                                                                                                                                                                                                                                                                                                                                                        project number
                                 Mobile: 0412 025 657
                                                                                                        for          Ross Palazzesi                                      plan no.                                       RP72243                           DA05   Development application issue                          30/6/2025
                                                                                                                                                                                                                                                                                                                                                        2503
   skale skale.com.au
                                                                                                                                                                                                                                                          DA04   Development application issue                          25/6/2025
                                                                                                                     9 George Street                                     drawn                                                           BT
                                                                                                                                                                                                                                                          DA03   Development application issue                          24/6/2025
                                                                                                                                                                                                                                                                                                                                                        drawing number
                                 [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                                            at           Noosaville                                          scale                (A3)                             1:100                      Rev    Details                                                    Date                        07         DA06           © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 22

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                         5m      4          3         2          1



                                                                                                                                                                                                                                                                                     -

                                                                                                                                                                                                                                                                                              APPROVED PLAN
                                                                                                                                                                                                                                                                                         MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                                                             & RAL25/0010
                                                                                                                                                                                                                                                                                           NOOSA COUNCIL
                                                                                                                                                                                                                                                                                              15 SEP 2025


                Knotwood Hinoki aluminium battens to form fence/gate. Battens to be
                100 x 25mm sections (125mm max. spacing typical) to have
                concealed fixings in accordance with manufacturers specifications.
                Panels to be self-supported with 12mm threaded rods & 20mm
                anodised aluminium spacer set down 300mm from top of battens.

               8,605
               Ceiling




                                                                                                                                                                                                                                         2,700
               5,905
               First floor
                                                                                                                                                                                                                                                 Rebated niche in concrete block wall to have Anodised aluminium (Pale
                                                                                                                                                                                                                                                 bronze) signage with LED backlighting and framed niche surround. Refer to
                                                                       4,450                                                                                                                                                  4,450
                                                                                                                                                                                                                                                 fence details for further information.




                                                                                                                                                                                                                                         3,205
                                                                                                                              3,650                                    3,650
                                                                                                                                                                                                             3,450
                                                               2,800




                                                                                                                                                                                                                                 2,800
               2,700                                                                                                                                2,700


                                                                                                                      2,000
                                                                                   1,800




                                                                                                                                                                                                                      1,800
               Ground floor

                                                          1,650 ngl
                                                                                                                                                                                                                               1,450 ngl

                Concrete block wall to be in accordance with structural engineers                                                                                                                                                                Boundary fence - Concrete block wall to be constructed in accordance with
                design and detail. Provide Crackenback stone facing by Eco outdoor.                                                                                                                                                              structural engineers design and detail. Wall to be finished with acrylic
                                                                                                                                                                                                                                                 render system with fine sand finish and painted.
                Concrete driveway to be in accordance with structural engineers
                design and detail. Provide selected coloured/feature exposed                                                                                                                                                                     Knotwood Hinoki aluminium battens to form fence/gate. Battens to be 100 x
                aggregate blend to manufacturers specifications. Driveway to comply                                                                                                                                                              25mm sections (125mm max. spacing typical) to have concealed fixings in
                with AS2890.1. Driveway to connect to existing crossover in                                                                                                                                                                      accordance with manufacturers specifications. Panels to be self-supported
                accordance with local authority regulations. Driveway grades to be in                                                                                                                                                            with 12mm threaded rods & 20mm anodised aluminium spacer set down
                accordance with AS2890.1.                                                                                                                                                                                                        300mm from top of battens.




                                                                                                                                      Noosa Council Annotation

                                                                                                                                      Refer to Conditions 16 and
                                                                                                                                      17 of the Decision Notice
                                                                                                                                      regarding front fence design
                                                                                                                                      and the combined height of
                                                                                                                                      retaining walls and fences
                                                                                                                                      within 6 metres of the front
                                                                                                                                      boundary.
                                           Street Elevation
     S1                                                        1:100
                                                                                                                                                                                                                                                                 /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                          09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                      project   Duplex                           lot no.                            8     DA06   Development application issue                                                 9/7/2025
                                                                                                                                                                                                                                                                                project number
                                Mobile: 0412 025 657
                                                                                           for       Ross Palazzesi                   plan no.                 RP72243         DA05   Development application issue                                                30/6/2025
                                                                                                                                                                                                                                                                                2503
   skale skale.com.au
                                                                                                                                                                               DA04   Development application issue                                                25/6/2025
                                                                                                     9 George Street                  drawn                            BT
                                                                                                                                                                               DA03   Development application issue                                                24/6/2025
                                                                                                                                                                                                                                                                                drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                               at        Noosaville                       scale      (A3)                1:100     Rev    Details                                                                          Date     08            DA06                  © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 23

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                              5m       4          3         2          1



                                                                                                                                                                                                                                                                                          -

                                                                                                                                                                                                                                                                                                   APPROVED PLAN
                                                                                                                                                                                                                                                                                              MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                                                                  & RAL25/0010
                                                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                   15 SEP 2025

               COLORBOND® steel Custom Orb oof sheeting to be fixed in
               accordance with manufacturers specifications.
                                                                                                                                                                                                                               2,013                  STRATCO 200mm Edge gutters in COLORBOND® steel to be fixed in
                                                                                                                                                                               9,498                                        bdy to fascia             accordance with manufacturers specifications. 180 x 30mm h3 treated
                                                                                                                                                                             top of roof                                                              primed timber fascia. Gutters to have 10mm spacers to fascia to
                                                                                             5.0°                                                                                                              5.0°                                   provide overflow point.

              8,605
              Ceiling
                                                                                                                                                                                                                                                      Powdercoated aluminium framed screen with 25 x 25mm Hinoki
                         Powdercoated aluminium framed screen with 25 x                                                                                                                                                                               Knotwood aluminium battens to each side of frame to form privacy
                         25mm Hinoki Knotwood aluminium battens to each side




                                                                                                                                                                                                                                              2,700
                                                                                                                                                                                                                                                      screen.
                         of frame to form privacy screen.




                                                                                                                                        o/a building height above ngl
                                                                                                                                                                                                                                 1,513
                                                                                                                                                                                                                              bdy to fascia           Modinex Beachclad Channel (Mist) cladding installed in accordance
                                                                                                                                                                                                                                                      with manufacturers specifications.
              5,905                                                                                                                                                                                                            5,905




                                                                                                                                                    7,848
              First floor

                                                                                                                                                                                                                                                      Double CHS steel column (hdg) to be in accordance with structural
                                                                                                                                                                                                                                                      engineers design and detail.




                                                                                                                                                                                                                                              3,205
                                                                                                                                                                                                                                                      Timber framed wall to be constructed in accordance with structural
                                                                                                                                                                                                                                                      engineers design and detail. Wall to faced with Hebel Powerpanel
                                                                                                                                                                                                                                                      cladding and finished with acrylic render system with fine sand finish
                                                                                                                                                                                                                                                      and painted.
              2,700
              Ground floor




               Modinex Beachclad Channel (Mist) cladding installed in accordance                                                                                                                                                                      Timber framed roof to be constructed in accordance with structural
               with manufacturers specifications.                                                                                                                                                                                                     engineers design and detail. Roof fascia to have Hebel wall panels
                                                                                                                                                                                                                                                      finished with acrylic render system with fine sand finish and painted.
               Concrete driveway to be in accordance with structural engineers
               design and detail. Provide selected coloured/feature exposed
               aggregate blend to manufacturers specifications. Driveway to comply                                                                                                                                                                    Garage tilt door with Modinex Beachclad Channel (Mist) cladding
               with AS2890.1. Driveway to connect to existing crossover in                                                                                                                                                                            installed in accordance with manufacturers specifications.
               accordance with local authority regulations. Driveway grades to be in
               accordance with AS2890.1.




                                        Eastern Elevation
      E                                                        1:100
                                                                                                                                                                                                                                                                       /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                                09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                  project      Duplex            lot no.                                                 8      DA06   Development application issue                                                  9/7/2025
                                                                                                                                                                                                                                                                                      project number
                                Mobile: 0412 025 657
                                                                                       for          Ross Palazzesi    plan no.                                          RP72243      DA05   Development application issue                                                 30/6/2025
                                                                                                                                                                                                                                                                                      2503
   skale skale.com.au
                                                                                                                                                                                     DA04   Development application issue                                                 25/6/2025
                                                                                                    9 George Street   drawn                                                 BT
                                                                                                                                                                                     DA03   Development application issue                                                 24/6/2025
                                                                                                                                                                                                                                                                                      drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                           at           Noosaville        scale      (A3)                                     1:100       Rev   Details                                                                           Date    09           DA06                   © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 24

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                    5m           4      3         2          1



                                                                                                                                                                                                                                                -

                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                    MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                        & RAL25/0010
       COLORBOND® steel Custom Orb oof sheeting to be fixed in                                                                                                                                                                                        NOOSA COUNCIL
       accordance with manufacturers specifications.                                                                                                                                                                                                     15 SEP 2025
       Timber framed walls to be constructed in accordance with structural
       engineers design and detail. Walls to have Hebel wall panels finished
       with acrylic render system with fine sand finish and painted.
                                                                                                                                                                                              STRATCO 200mm Edge gutters in COLORBOND® steel to be
                                                                                                                                                                                              fixed in accordance with manufacturers specifications. 180 x
       Powdercoated aluminium framed screen with 25 x 25mm Hinoki                                                                                                                             30mm h3 treated primed timber fascia. Gutters to have 10mm
       Knotwood aluminium battens to each side of frame to form privacy                                                                                                                       spacers to fascia to provide overflow point.
       screen.
      8,605
      Ceiling

      Fabriacted Powdercoated aluminium 50 x 10mm bars
      @ 100mm cts. with 70 x 10mm top rail to provide
                                                                                                                                                                                                                                                                      Noosa Council




                                                                                                                                                                                                                                                         2,700
      balustrade in accordance with ABCB Housing                                                                                                                                              Timber framed walls to be constructed in accordance                     Annotation
      Provisions Standard 2022 : 11.3. Balustrade to be a                                                                                                                                     with structural engineers design and detail. Walls to
      min. 1000mm high above finished floor level.                                                                                                                                            have Hebel wall panels finished with acrylic render
                                                                                                                                                                                                                                                                      Refer to
      5,905                                                                                  5,905                           5,905                                                            system with fine sand finish and painted.                               Conditions 16
      First floor                                                                                                                                                                                                                                                     and 17 of the
                                                                                                                                                                                                                                                                      Decision Notice
                                                                                                                                                                                      4,450                                                                           regarding front




                                                                                                                                                                                                                                                         3,205
                                                                       4,050                                                                                                                                                                                          fence design and
                                                                                                                                                                                                                                                3,650
                                                                                                                                                                                                                                                                      the combined
                                                                                                                                                                                                                                                                      height of
      2,700                                                                                                                                                                                                                                                           retaining walls
      Ground floor
                                                                                                                                                                                                                                                                      and fences within
                                                1,650                                                                                                                                         Concrete block wall to be in
       Knotwood Hinoki aluminium battens to form fence/gate. Battens to be                                                                                                                    accordance with structural                                              6 metres of the
       100 x 25mm sections (125mm max. spacing typical) to have                                                                                                                               engineers design and detail.                                            front boundary.
       concealed fixings in accordance with manufacturers specifications.                                                                                                                     Provide Crackenback stone facing
       Panels to be self-supported with 12mm threaded rods & 20mm                                                                                                                             by Eco outdoor.
       Powdercoated aluminium spacer set down 300mm from top of
       battens.                                                                                                                                                                               Modinex Beachclad Channel (Mist) bandsawn cladding installed in
                                                                                                                                                                                              accordance with manufacturers specifications.
       Double CHS steel column (hdg) to be in accordance with structural
       engineers design and detail.




                                      Southern Elevation
      S                                                        1:100
                                                                                                                                                                                                                             /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                      09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                          project   Duplex            lot no.                         8   DA06   Development application issue                                               9/7/2025
                                                                                                                                                                                                                                             project number
                                Mobile: 0412 025 657
                                                                               for       Ross Palazzesi    plan no.                  RP72243   DA05   Development application issue                                              30/6/2025
                                                                                                                                                                                                                                             2503
   skale skale.com.au
                                                                                                                                               DA04   Development application issue                                              25/6/2025
                                                                                         9 George Street   drawn                         BT
                                                                                                                                               DA03   Development application issue                                              24/6/2025
                                                                                                                                                                                                                                             drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                   at        Noosaville        scale      (A3)             1:100   Rev    Details                                                                        Date    10           DA06                  © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 25

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                5m       4          3         2          1



                                                                                                                                                                                                                                            -

                                                                                                                                                                                                                                                     APPROVED PLAN
                                                                                                                                                                                                                                                MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                    & RAL25/0010
                                                                                                                                                                                                                                                  NOOSA COUNCIL
                                                                                                                                                                                                                                                     15 SEP 2025

             COLORBOND® steel Custom Orb oof sheeting to be fixed in accordance
             with manufacturers specifications.
                                                                                                                                                                                                         STRATCO 200mm Edge gutters in COLORBOND® steel to be fixed in
                                                                                                                                                                                                         accordance with manufacturers specifications. 180 x 30mm h3 treated
                                                                                                                  9,498                                                                                  primed timber fascia. Gutters to have 10mm spacers to fascia to
                                                                                                                                                                                                         provide overflow point.

            8,605
            Ceiling
                                                                                                                                                                                                         Timber framed walls to be constructed in accordance with structural
                       Powdercoated aluminium framed screen with 25 x 25mm                                                                                                                               engineers design and detail. Walls to have Hebel wall panels finished




                                                                                                                                                                                                 2,700
                       Hinoki Knotwood aluminium battens to each side of frame                                                                                                                           with acrylic render system with fine sand finish and painted.
                       to form privacy screen.
                                                                                                                                                                                                         Powdercoated aluminium framed screen with 25 x 25mm Hinoki
                                                                                                                                                                                                         Knotwood aluminium battens to each side of frame to form privacy
            5,905                                                              5,905                                                                                                                     screen.
            First floor

                                                                                                                                                                                                         Double CHS steel column (hdg) to be in accordance with structural
                                                                       4,450                                                                                                                 4,450       engineers design and detail.




                                                                                                                                                                                                 3,205
                                                                                                                                                                                                         Concrete block wall to be constructed in accordance with structural
                                                                                                                                                                                                         engineers design and detail. Wall to be finished with acrylic render
                                                                                                                                                                                                         system with fine sand finish and painted.
            2,700
            Ground floor

                                                               1,650                                                                                                                         1,650




                                       Western Elevation
     W                                                         1:100
                                                                                                                                                                                                                         /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                  09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                  project   Duplex                   lot no.                 8   DA06   Development application issue                                   9/7/2025
                                                                                                                                                                                                                                        project number
                                Mobile: 0412 025 657
                                                                                       for       Ross Palazzesi           plan no.          RP72243   DA05   Development application issue                                  30/6/2025
                                                                                                                                                                                                                                        2503
   skale skale.com.au
                                                                                                                                                      DA04   Development application issue                                  25/6/2025
                                                                                                 9 George Street          drawn                 BT
                                                                                                                                                      DA03   Development application issue                                  24/6/2025
                                                                                                                                                                                                                                        drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                           at        Noosaville               scale      (A3)     1:100   Rev    Details                                                            Date    11           DA06                   © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 26

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                    5m       4          3              2          1


                                                                                                                                                                                                                                                -

                                                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                                                    MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                        & RAL25/0010
                                                                                                                                                                                                                                                      NOOSA COUNCIL
       Timber framed walls to be constructed in accordance with structural
       engineers design and detail. Walls to have Hebel wall panels finished                                                                                                                                                                             15 SEP 2025
       with acrylic render system with fine sand finish and painted.

       COLORBOND® steel Custom Orb oof sheeting to be fixed in
       accordance with manufacturers specifications.
                                                                                                                                                                                                              STRATCO 200mm Edge gutters in COLORBOND® steel to be
                                                                                                                                                              9,498                                           fixed in accordance with manufacturers specifications. 180 x
                                                                                                                                                            top of roof                                       30mm h3 treated primed timber fascia. Gutters to have 10mm
                                                                                                                                                                                                              spacers to fascia to provide overflow point.

      8,605
      Ceiling
                                                                                                                                                                                                              Fabriacted Powdercoated aluminium 50 x 10mm bars
                                                                                                                                                                                                              @ 100mm cts. with 70 x 10mm top rail to provide
      Modinex Beachclad Channel (Mist) cladding installed in
                                                                                                                                                                                                              balustrade in accordance with ABCB Housing




                                                                                                                                                                                                                                                                            2,700
      accordance with manufacturers specifications.
                                                                                                                                                                                                              Provisions Standard 2022 : 11.3. Balustrade to be a
                                                                                                                                                                                                              min. 1000mm high above finished floor level.

      5,905                                                                                                              5,905                                                    5,905
      First floor


       Concrete block wall to be in accordance with structural engineers                4,450




                                                                                                                                                                                                                                                                            3,205
       design and detail. Provide Crackenback stone facing by Eco outdoor.                                                                                                                                                                                 4,050                    4,050

                                                                          3,450


      2,700                                                                                                              2,700
      Ground floor
                                                                                                                                                                                          Concrete block wall to be
                                                                                                                                                                                          constructed in accordance with
                                                                                                                                                                                          structural engineers design and
       Noosa Council                                                                                                                                                                      detail. Wall to be finished with
       Annotation                                                                                                                                                                         acrylic render system with fine
                                                                                                                                                                                          sand finish and painted.
       Refer to
       Conditions 16
       and 17 of the
       Decision Notice
       regarding front
       fence design and
       the combined
       height of
       retaining walls
       and fences within
       6 metres of the
       front boundary.




                                      Northern Elevation
     N                                                         1:100
                                                                                                                                                                                                                             /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                      09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                             project   Duplex            lot no.                  8   DA06   Development application issue                                                 9/7/2025
                                                                                                                                                                                                                                            project number
                                Mobile: 0412 025 657
                                                                                  for       Ross Palazzesi    plan no.           RP72243   DA05   Development application issue                                                30/6/2025
                                                                                                                                                                                                                                            2503
   skale skale.com.au
                                                                                                                                           DA04   Development application issue                                                25/6/2025
                                                                                            9 George Street   drawn                  BT
                                                                                                                                           DA03   Development application issue                                                24/6/2025
                                                                                                                                                                                                                                            drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                      at        Noosaville        scale      (A3)      1:100   Rev    Details                                                                          Date     12           DA06                         © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 27

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                                                 5m      4          3         2          1



                                                                                                                                                                                                                                                                             -

                                                                                                                                                                                                                                                                                      APPROVED PLAN
                                                                                                                                                                                                                                                                                 MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                                                     & RAL25/0010
                                                                                                                                                                                                                                                                                   NOOSA COUNCIL
                                                                                                                                                                                                                                                                                      15 SEP 2025




                      8,605
                      Ceiling


                      Knotwood Hinoki aluminium battens @600mm cts to form a
                      trellis frame with tensioned s/s wire. Trellis to form part of
                      landscape privacy screen.
                                                                                                                                                                                                                                       Existing timber batten fence
                      5,905
                      First floor                                                                                             4,620
                                                    4,410                                                                     top of
                                                    top of                 4,450                                        existing western
                                              existing southern            top of                                             fence
                                                     fence             proposed fence              4,450                                                                                                    4,450                      Proposed new concrete block




                                                                                                                                                                                                               neighbouring driveway
                                                                                   3,720                                                                                                            4,050                              fence to be constructed in
                                                                           top of block existing                                                                                                                                       accordance with structural




                                                                                                                                                                                                                   height above
                                                                                                                                                                                                                                       engineers design and detail.
                                                                                                                                                                                                                                       Fence to be finished with acrylic




                                                                                                                                                                                                                      2,750
                                                     2,510
                                                  top existing                                                                                                                                                                         render system with fine sand
                      2,700                     block retaining                                                                  2,600
                                                                                                                                                                                                                                       finish and painted.
                      Ground floor



                       Existing ground level shown from
                       survey



                       Propsoed filled ground level.




                              Western fence elevation
     FE                                                        1:100
                                                                                                                                                                                                                                                         /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                                                  09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                   project       Duplex                     lot no.                 8   DA06   Development application issue                                                            9/7/2025
                                                                                                                                                                                                                                                                           project number
                                Mobile: 0412 025 657
                                                                                        for           Ross Palazzesi             plan no.          RP72243   DA05   Development application issue                                                           30/6/2025
                                                                                                                                                                                                                                                                           2503
   skale skale.com.au
      building
Document   Set design
               ID: 23937839
                                [email protected]
                           A.C.N. 123 976 296 QBCC: 1143 609                            at
                                                                                                      9 George Street
                                                                                                      Noosaville
                                                                                                                                 drawn
                                                                                                                                 scale      (A3)
                                                                                                                                                       BT
                                                                                                                                                     1:100   Rev    Details                                                                                     Date
                                                                                                                                                                                                                                                                           drawing number
                                                                                                                                                                                                                                                                           13         DA06                  © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 28

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                                          5m        4         3         2          1


                                                                                                                                                                                                                                                      -

                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                          MCU25/0057,OPW25/0078
              COLORBOND® steel Custom Orb oof sheeting to be fixed in
              accordance with manufacturers specifications.
                                                                                                                                                                                                                                                              & RAL25/0010
                                                                                                                                                                                                                                                            NOOSA COUNCIL
              Powdercoated aluminium framed screen with 25 x 25mm Hinoki                                                                                                                                                                                       15 SEP 2025
              Knotwood aluminium battens to each side of frame to form privacy
              screen.



                                                                                                                                                                                                           STRATCO 200mm Edge gutters in COLORBOND® steel to be
                                                                                                                                               9,498                                                       fixed in accordance with manufacturers specifications. 180 x
                                                                                                                                          top of roof sheet                                                30mm h3 treated primed timber fascia. Gutters to have 10mm
                                                                                                                                                                                            5.0°           spacers to fascia to provide overflow point.

             8,605
             Ceiling

             Knotwood Hinoki aluminium pergola roof battens. Battens to be 150 x




                                                                                                                                                                                                                                                                 2,700
             50mm sections (300mm typical. spacing) to have concealed fixings in
             accordance with manufacturers specifications.                                                                                                                                                 Powdercoated aluminium framed screen with 25 x
                                                                                                                                                                                                           25mm Hinoki Knotwood aluminium battens to each side
                                                                                                                                                                                                           of frame to form privacy screen.
             5,905                                                                                                        5,905                                                                    5,905
             First floor


                                                                          4,450




                                                                                                                                                                                                                                                                 3,205
                                                                                                                                                                                                                                     4,050

                                                   3,450

             2,700                                                                                                          2,700
             Ground floor
                                                                                                                                                                                    1,650



              Concrete driveway to be in accordance with structural engineers
              design and detail. Provide selected coloured/feature exposed
              aggregate blend to manufacturers specifications. Driveway to comply
              with AS2890.1. Driveway to connect to existing crossover in
              accordance with local authority regulations. Driveway grades to be in
              accordance with AS2890.1.

             Modinex Beachclad Channel (Mist) bandsawn cladding installed in
             accordance with manufacturers specifications.

    Noosa Council
    Annotation
    Refer to
    Conditions 16
    and 17 of the
    Decision Notice
    regarding front
    fence design and
    the combined
    height of
    retaining walls
    and fences within
    6 metres of the
    front boundary.
                                                      Section A
     A                                                         1:100
                                                                                                                                                                                                                                   /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                                            09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                 project   Duplex            lot no.                  8       DA06   Development application issue                                               9/7/2025
                                                                                                                                                                                                                                                  project number
                                Mobile: 0412 025 657
                                                                                      for       Ross Palazzesi    plan no.           RP72243       DA05   Development application issue                                              30/6/2025
                                                                                                                                                                                                                                                  2503
   skale skale.com.au
                                                                                                                                                   DA04   Development application issue                                              25/6/2025
                                                                                                9 George Street   drawn                  BT
                                                                                                                                                   DA03   Development application issue                                              24/6/2025
                                                                                                                                                                                                                                                  drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                          at        Noosaville        scale       (A3)     1:100       Rev    Details                                                                        Date     14           DA06                   © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 29

   ♻ play your part - print on recycled paper
                                                                                                                                                                                                                                        5m        4          3         2          1




                                                                                                                                                                                                        Tiger Neo N-type JKM440N-54HL4R - 440 Watt PV panels to
                                                                                                                                                                                                        be installed on 316 s/s clamps. System to be installed in
                                                                                                                                                                                                        accordance with specialist solar electricians' design and detail.
                             COLORBOND® steel Custom Orb oof sheeting to be fixed in                                                                                                                    System to be connected to battery storage/grid connection.
                             accordance with manufacturers specifications.
                                                                                                                                                                                                        STRATCO 200mm Edge gutters in COLORBOND® steel to be
                                                                                                                                                                                                        fixed in accordance with manufacturers specifications. 180 x
                                                                                2,013                              9,498                                                                                30mm h3 treated primed timber fascia. Gutters to have 10mm
                                                                                                                                                                                        5.0°            spacers to fascia to provide overflow point.

                                        8,605
                                        Ceiling

                             Timber framed walls to be constructed in accordance with                                                                                                                   Knotwood Hinoki aluminium pergola roof battens.
                             structural engineers design and detail. Walls to have Hebel                                                                                                                Battens to be 150 x 50mm sections (300mm typical.
                             wall panels finished with acrylic render system with fine                                                                                                                  spacing) to have concealed fixings in accordance with
                             sand finish and painted.                           1,513                                                                                                                   manufacturers specifications.
                                        5,905                                    5,905                               5,905
                                        First floor
                                                                                                                                                                                                        Double CHS steel column (hdg) to be in accordance
                                                                                                                                                                                                        with structural engineers design and detail.
                                                                       4,450                                                                                                                    4,450




                                        2,700                                                                       2,700
                                        Ground floor
                                                                       1,650                                                                                                                    1,650




                                                                                                                                                                                                                                    -

                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                        MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                            & RAL25/0010
                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                      Section B                                                                                                                                                                              15 SEP 2025
     B                                                         1:100
                                                                                                                                                                                                                  /Users/benthornton/Documents/Cadfiles/2503 - Palazzesi - 9 George/Archicad/
                                                                                                                                                                                                                                                                           09072025/2503.pln
                                sbt designs pty ltd t/a
                                Skale Building Design                                  project   Duplex                      lot no.                 8   DA06   Development application issue                         9/7/2025
                                                                                                                                                                                                                                 project number
                                Mobile: 0412 025 657
                                                                                       for       Ross Palazzesi              plan no.          RP72243   DA05   Development application issue                        30/6/2025
                                                                                                                                                                                                                                 2503
   skale skale.com.au
                                                                                                                                                         DA04   Development application issue                        25/6/2025
                                                                                                 9 George Street             drawn                 BT
                                                                                                                                                         DA03   Development application issue                        24/6/2025
                                                                                                                                                                                                                                 drawing number
                                [email protected]
      building
Document   Set design
               ID: 23937839A.C.N. 123 976 296 QBCC: 1143 609                           at        Noosaville                  scale      (A3)     1:100   Rev    Details                                                  Date    15          DA06                    © Skale Building Design
Version: 1, Version Date: 16/07/2025

Page 30

                                                                                                                                                                                                                                                                                                                                            -
                                                           Cut/Fill Summary                                                                                                                                                                                                                                                                       APPROVED PLAN
                                                           Name                               Cut Factor Fill Factor 2d Area                                                                    Cut                                          Fill                                      Net                                                      MCU25/0057,OPW25/0078
                                                                                                                                                                                                                                                                                                                                                    & RAL25/0010
                                                           Volume                             1.000                                        1.000                   661.30sq.m 36.29 Cu. M.                                                   415.49 Cu. M. 379.20 Cu. M.<Fill>                                                                    NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                     15 SEP 2025
                                                          Totals                                                                                                   661.30sq.m 36.29 Cu. M.                                                   415.49 Cu. M. 379.20 Cu. M.<Fill>


                                                                                                                                                                                                                                                                                                   1.61
                                                                                                                                                                                                                                                                                                   WM
                                                                                                                                   73
                                                                                                                                 1.




                                                                                                                                                                                                                                                                                                                              1.39
                                                                                                                                                                                                                                                                                                                              1.41
                                                                                                                                                                  89°56'10"




                                                                                                                                                                                                                                                                                                     70
                                                                                                                                                                                                                                                 65
                                                                                                                                                                                                                        78




                                                                                                                                                                                                                                                                                                  1.
                                                                                                                                                                                                                                              1.
                                                                                                                                                                                                                      1.
                                                                                                                                                                   28.768                                                                                                                                   1.61




                                                                                     58 .72
                                                            73




                                                                                                                                                 74
                                                          1.




                                                                                        1




                                                                                                                                               1.
                                                                                                                            63
                                                                                                                         1.
                                                                                                                                                     60




                                                                                   1.
                                                                                                                                                   1.




                                                                                                                                                                                                                62
                                                                     56




                                                                                                                                                                                                              1.
                                                                   1.
                                                                                                                                                                                                                                                                                                                    BM: Nail in Kerb
                                                                                                                                                                                                                                   66                                               57                              RL: 1.565
                                                                68                                                                                                                                                               1.                                               1.




                                                                                                                             58
                                                             1.




                                                                                                                           1.
                                                                                                                                                                    73
                                                                                                58                                                                1.




                                                                                                                                                                                                                                                                                                                              1.55
                                                                                                                                                                                                                                                                                                                              1.41
                                                                                                                                                                                                                                                                                                                              1.46
                                                                                              1.                                                                                                                                                             66
                                                                                                                                                                                                                                                           1.




                                                                                                                                                                                                                                                                                                       67
                                                                                                                                                                                                                                                                                                    1.
                                                                                                                                                                                                                                                                                                  177°08'10"
                                                                                                                    59




                                                                                                                                                                                                                                                                                                   22.983
                                                                                                                                                             62
                                                                                                                 1.
                                                    2




                                                                                                                                                          1.
                                                                                                                                                                      RESIDENTIAL

                                                         22.934
                                                         358°33'
                                              SP129049                                                                                                               DEVELOPMENT




                                                                                                                                                                                                                                                                           67
                                                                                                                                                                                                                                                                         1.
                                                                                                                                                                                                8                                                          1.
                                                                                                                                                                                                                                                                70




                                                                                                                                                                                                                                                                                            71
                                                                                                                                                                                                                                                                                         1.
                                                                                                                                                                                               665m²
                                                              79
                                                            1.




                                                                                                                                                                                                                                                                                                                               1.56

                                                                                                                                                                                                                                                                                                                               1.44
                                                                                                                                                                                                                                                                                                                               1.39
                                                                                     65
                                                                                  1.
                                                                                                                                       6
                                                                                                                                 1   .5
                                                                                                                                                                                                                                                       77
                                                                                                                                                                                                                                                    1.

                                                                                                                                                                     72
                                                                                                                                                                   1.
                                                                             74
                                                                          1.
                                                                    74
                                                                 1.




                                                                                                                                                                                                                                                                                                                                     1.42
                                                                                                                                                                                                                                                                                                                                     1.46
                                                                                                                                                                                                                                                                                                                                 1.55
                                                                                                                                                                                                                                                                                              67
                                                                                                                                                                                                                                                                                           1.




                                                                                                                                                                                                                                                   64
                                                                                                                                                                                                                                                1.




                                                                                                                                                                                                                                                                                                63
                                         Emt D



                                                                                                                                                                                      63




                                                                                                                                                                                                                                                                                             1.
                                                                                                                                                                                   1.
                                                                                                                                                                                                                                                                                                                1.76
                                                                                                                                                                                                                                                                                                               WM
                                         SP129048
                                                                                                                                        62
                                                                                                                                      1.                                                                                                                                                                               1.63
                                                                    79




                                                                                                                                                                                                                                        59
                                                                                                                                                                                          56
                                                                                                                                                                                                                                                                      29.335
                                                                 1.




                                                                                                                                                                                                                                      1.
                                                                                                                                                                                        1.
                                                                                                                                                                                                                                                                                                               1.76




                                                                                                                                                                                                                                                                                                                                     1.43
                                                                                                                                                                                                                                                                                                                                     1.47
                                                                                                                                                                                                                                                                                                                                     1.56
                                                                                                                                                                                                                                                                     269°57'10"                                     1.62
                                            Emt F                                                                                                                                                                                                                                                                WM
                                                                                                                                                                                                                                                                                                                 WM 1.62
                                                                                                      IL:-0.32




                                           SP129049
                                                                                                                                                                                     Emt A
                                                                                                                                                                                    SP315577
                                                                                                     S MH:
                                                                                                             LL2.86




                                                                                                                                                                           10.10 Roof          9.80 Roof
                                                                                                                                                                                                                                                                                                                                                                                                 THIS DRAWING AND ASSOCIATED DETAILS




                                                                                                                                                                                                                                        Gutt 9.07
                                                                                                                                                                                                                                                                                                                                                                                                 MUST BE READ IN CONJUNCTION WITH
                                                                                                                                                              CP                                                                                                                                                                                                                                 THE NOTES CONTAINED ON 0469-CN.




                                                                                                                                                                                                                                                                                                                                                                                          Issue:




                                                                                                                                                                                                                                                                                                                                                                                          SCG HOLDINGS PTY LTD T/A
                                                                                                                                                                                                                                                                                                                                                                                                                               Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                                                                                                                                                               Noosa Heads
                                                                                                                                                                                                                                                                                                                                                                                                                               Ph (07) 5455 5604
                                                                                                                                                                                                                                                                                                                                                                                                                               email:[email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                               web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                                                                                                                                                               ABN 68 669 675 790




                                                                                                                                                                                                                                                                                                                                                                                                    Title:




                                                                                                                                                                                                                     DILAPIDATION REPORT:                                                                                                                                                        Project
                                                                                                                                                                  SITE PREPARATION, EARTHWORKS & COMPACTION




                                                                                                                                                                                                                                                                                                                                                                                                 Date:               Drawn                Design

                                                                                                                                                                                                                                                                                                                                                                                                   Checked:          Drg No.




                                                                                                                                                                                                                                                                                                                                                                        Rev. - 10.06.16
  Document Set ID: 24211225
  Version: 1, Version Date: 09/10/2025
Document Set ID: 24091080
Version: 3,
                   23937840
         1, Version Date: 08/09/2025
         2,               16/07/2025
                          01/09/2025

Page 31

                                                                                                                                                   PMENT
                                                                                                                                                                        1.61
                                                                                                                                                                        WM
                                                                                     73
                                                                                   1.




                                                                                                                                                                                                     1.39
                                                                                                                                                                                                     1.41
                                                                                                   89°56'10"
                                                                                                    28.768                                                                       1.61




                                                                                                         up


                                                                                                                                                                                          BM: Nail in Kerb
                                                                                                                                                                                          RL: 1.565




                                                                                                                                                                                                     1.55
                                                                                                                                                                                                     1.41
                                                                                                                                                                                                     1.46
                                                                                                                                                                        177°08'10"
                                                                                                                                                                         22.983
                                                    2                                      RESIDENTIAL
                                                         22.934
                                                         358°33'




                                              SP129049                                    DEVELOPMENT

                                                                                                                            8
                                                                                                                           665m²




                                                                                                                                                                                                      1.56

                                                                                                                                                                                                      1.44
                                                                                                                                                                                                      1.39
                                                                                                                                                                                                                   -

                                                                                                                                                                                                                         APPROVED PLAN
                                                                                                                                                                                                                       MCU25/0057,OPW25/0078
                                                                                                                                                                                                                           & RAL25/0010
                                                                                                                                                                                                                         NOOSA COUNCIL




                                                                                                                                                                                                            1.42
                                                                                                                                                                                                            1.46
                                                                                                                                                                                                                            15 SEP 2025




                                                                                                                                                                                                        1.55
                                                                                                               up




                                                                                                                                                                                                                                                            THIS DRAWING AND ASSOCIATED DETAILS
                                         Emt D                                                                                                                                        1.76
                                                                                                                                                                                     WM
                                                                                                                                                                                                                                                            MUST BE READ IN CONJUNCTION WITH
                                                                                                                                                                                                                                                            THE NOTES CONTAINED ON 0469-CN.
                                         SP129048
                                                                                                                                                                                              1.63
                                                                                                                                                            29.335                   1.76




                                                                                                                                                                                                            1.43
                                                                                                                                                                                                            1.47
                                                                                                                                                                                                            1.56
                                                                                                                                                           269°57'10"                       1.62
                                            Emt F                                                                                                                                      WM
                                                                                                                                                                                       WM 1.62
                                                                   IL:-0.32




                                           SP129049
                                                                                                                      Emt A
                                                                                                                     SP315577                                                                                                                 Issue:
                                                                   S MH:
                                                                          LL2.86




                                                                                                              10.10 Roof   9.80 Roof




                                                                                                                                                                                                                                              SCG HOLDINGS PTY LTD T/A
                                                                                                                                       Gutt 9.07




                                                                                                                                                                                                                                                                                   Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                   Noosa Heads
                                                                                                   CP                                                                                                                                                                              Ph (07) 5455 5604
                                                                                                                                                                                                                                                                                   email:[email protected]
                                                                                                                                                                                                                                                                                   web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                   ABN 68 669 675 790




                                                                                                                                                                                                                                                        Title:




                                                                                                                                                                                                                                                     Project




                                                                                                                                                                                                                                                     Date:               Drawn                Design

                                                                                                                                                                                                                                                       Checked:          Drg No.




                                                                                                                                                                                                                            Rev. - 10.06.16
  Document Set ID: 24211225
  Version: 1, Version Date: 09/10/2025
Document Set ID: 24091080
Version: 3,
                   23937840
         1, Version Date: 08/09/2025
         2,               16/07/2025
                          01/09/2025

Page 32

                                         -

                                               APPROVED PLAN
                                             MCU25/0057,OPW25/0078
                                                 & RAL25/0010
                                               NOOSA COUNCIL
                                                  15 SEP 2025




                                                                   THIS DRAWING AND ASSOCIATED DETAILS
                                                                   MUST BE READ IN CONJUNCTION WITH
                                                                   THE NOTES CONTAINED ON 0469-CN.




                                                                   Issue:




                                                                   SCG HOLDINGS PTY LTD T/A
                                                                                                        Unit 1/11 Project Ave,
                                                                                                        Noosa Heads
                                                                                                        Ph (07) 5455 5604
                                                                                                        email:[email protected]
                                                                                                        web:www.scg-engineers.com
                                                                                                        ABN 68 669 675 790




                                                                             Title:




                                                                          Project




                                                                          Date:               Drawn                Design

                                                                            Checked:          Drg No.




                                                 Rev. - 10.06.16
  Document Set ID: 24211225
  Version: 1, Version Date: 09/10/2025
Document Set ID: 24091080
Version: 3,
                   23937840
         1, Version Date: 08/09/2025
         2,               16/07/2025
                          01/09/2025

The text continues on page 33.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.