Council archive · source document

Approved Plans - MCU25/0025.01 (As Published)

Plans and drawings: the text below has words only, no drawings.

         NOOSA COUNCIL
         APPROVED PLAN
  MCU25/0025.01 2 SEPTEMBER 2026
                                                                                                                                                                                                                        114
                                                                                                                                                                                                              112

                                                                                                                                                                                                                    110

                                                                                                                                                                  55
                                                                                                                                                          71.5                                                                         108

                                                                                                  AD                                                                                                                                                                                                                                                                                                              N
                                                                                            RO                                                             106



                                                                                                                         104
                                                                                                                           102

                                                                                                                        100
                                                                                                                              98                                                                          94
                                                                                                                                             96
                                                                                                                                                                                                                                                              90




                                                                                                                                                                                                                                                                                     19
                                                                                                                                                                                                                                                         88




                                                                                                                                                                                                                                                                                       8.
                                                                                                                                                                                                                                                                                       59
                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                            92
                                                                                                                                                                                                                                                                                                                                                           An accessible dam, swimming pool or water tank (in
                                                                                                                                                                                                                                                                                                               82                                          addition to day to day water supply) with
                                                                                                                                                                                                                                                                                                                                                           an onsite water volume of not less than 5,000 litres must

                                                                                                        169.940
                                                                                                                                                                                                                                                                                                                                                           be available for firefighting
                                                                                                                                                                  98                                                                                                                                                                                       purposes, located within reasonable proximity to building.
                                                                                                                                                            100
                                                                                                                                                                                                                                                                                                                                                           A water supply outlet pipe 50 millimetres in diameter and
                                                                                                                                                                                                                                                                                                                                                           fitted with a standard fire brigade




                                                                                                                                                                                                                                                                                                            80




                                                                                                                                                                                                                                                                                                                               76
                                                                                                                                                                                                                                                                                                                    78
                                                                                                                                                                                    102                                                                                         EXISTING
                                                                                                                          108                                                                                                                                                                                                                              fitting must be connected to the water supply (other than




                                                                                                                                                                                                                                                                                                                                           72
                                                                                                                                                                                                                                                                              SHADECLOTH                                                                   where the water supply is in a




                                                                                                                                                                                                                                                                                                                                                      70
                                                                                                                         110                                        LOT 3                                                                                                    GREENHOUSES                                                                   swimming pool or dam).
                                                                                                                   112                                             SP100439                                                                                                                                                               74




                                                                                                                                                                                                                                                                                               86
                                                                                                                                                                   AREA 3.298ha
                                                                                                                  114                                                                                                                                        EXISTING
                                                                                                  116                              PROPOSED                                                                                                                   SHEDS                                                                     INSET
                                                                       EXISTING                                                    DWELLING
                                                                                               118
                                                                        SHED                                                   ALL DRAINAGE TO




                                                                                                                                                                                                                                                                                                     84
                                                                               120                                            APPROVED POINT OF
                                                                  12
                                                                  11.7
                                                                     .638
                                                                       mm to O                                                    DISCHARGE
                                                                              MP
                                                                                                                                            59.637m

                                                                                                                                                                                                                                                                                80
                                                                                                                                                     EXISTING                                              20,000 L TANK                                                  1.1
                                                                                                                                                                                                       CONNECTED TO A DAVY                                              19
                                                                                                                                                      SHED                                              FIRE-FIGHTER PUMP
                                                                                               ND CIA
                                                                                                    S

                                                                                                    G
                                                                                                 FA

                                                                                                 IN




                                                                                                                                       EXISTING
                                                                                               m




                                                                                                                                       CROSSOVER
                                                                                65..04 156m1




                                                                                                                                    87
                                                                                            LA
                                                                                        65..




        LOT INFORMATION                                                                                                                .1
                                                                                        m




                                                                                                                                            00                                                                                                                                                                                                    45,000 L
                                                                                     0m0




        LOT                            3                               LO                                                                                                                                                                                                                                                                       RAINWATER             PROPOSED
        PLAN                           SP100439                            UI                                                                                                                                          104
                                                                                                                                                                                                                                                                                                                                                   TANK               DWELLING
        STREET NUMBER                  711                                      S                                                                                                                                                                                                                                                                                   ALL DRAINAGE TO
        STREET NAME                    LOUIS BAZZO ROAD
                                                                                    BA                                                                                                                          106
                                                                                      ZZ                                                                                                                                                                                                                                                                           APPROVED POINT OF
        LOCALITY                       COOTHARABA                                          O                                                                                                                                                                                                                                                                           DISCHARGE
        AREA CODE                      4565
        AERIAL PHOTOGRAPHY             NearMap                                                                                                                                                                                                       SITE PLAN
        CONTOUR DATA                   Geoscience Australia
                                                                                                                  RO                                                                                                                                 Scale 1:1,250
                                                                                                                     AD




                                                                                                                                                                                                                                                                                                                                                                                          A
        SITE COVER




                                                                                                                                                                                                                                                                                                                                                                                         I
                                                                                                                                                                                                                                                                                                                                                                                      SC
                                                                                                                                                                                                                                                                                                                                                                                    FA
        SITE AREA                      3.298 ha




                                                                                                                                                                                                                                                                                                                                                                                                    G
                                                                                                                                                                                                                                                                                                                                                                                                IN
                                                                                                                                                                                                                                                                                                                                                                              5m
        EXISTING SHEDS FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                             5.1m



                                                                                                                                                                                                                                                                                                                                                                                               ND
                                                                                                                                                                                                                                                                                                                                                                                           LA
                                                                                                                                                                                                                                                                                                                                          INSET




                                                                                                                                                                                                                                                                                                                                                                          56.
        PROPOSED DWELLING FOOTPRINT                                                                                                                                                                                                                                                                                                                                                                                     Scale 1 : 200 at A3




                                                                                                                                                                                                                                                                                                                                                                                         m
                                                                                                                                                                                                                                                                                                                                                                                                                    0        2              5m




                                                                                                                                                                                                                                                                                                                                                                                         40m
                                                                                                                                                                                                                                                                                                                                                                                           0
        PROPOSED SITE COVER            504   1.53% APPROX.
                                                                                                                                                                                                                                                                                                                                          Scale 1:200




                                                                                                                                                                                                                                                                                                                                                                                     56.
                                                      REV            DESCRIPTION                                  DATE        DRN. APPRVD. WARNING NOTICE:                                    COPYRIGHT AND REPRODUCTION                                                                                                            Project Address                             Client
                                                       A      ISSUED FOR DESIGN APPROVAL                    05.08.2024         MP    AM    1. Engineer's and or Manufacturer's                1. This document is Confidential and remains the
                                                                                                                                                                                                 property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                                                               K & J CHADBURNE
                                                       B           REVISED SITE PLAN                        14.10.2024         MP        AM
                                                                                                                                                     Designs & Specifications to take
                                                                                                                                                     precedence over this document.              document must not be distributed to third parties
                                                                                                                                                                                                                                                                                            Scale 1 : 1250 at A3
                                                                                                                                                                                                                                                                                                                                     PROPOSED DWELLING AT                       Sheet
                                                                                                                                                  2. All contractors to confirm all levels,      without their prior written consent.
                                                       C           REVISED SITE PLAN                        06.02.2025         MP        AM          angles and dimensions on site
                                                                                                                                                     before commencing work.
                                                                                                                                                                                              2. A third party receiving a copy of this document should
                                                                                                                                                                                                 not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                         0                      20                       50m         711 LOUIS BAZZO ROAD                                               SITE PLAN
                                                                                                                                                                                                 disclaims all responsibility and liability to such party.
                                                                                                                                                  3. All construction to comply with the
                                                                                                                                                     Building Code of Australia 2022          3. This document may not be altered mimicked or                                                                                        COOTHARABA                                     Project             Drawing                    Revision
                                                                                                                                                     and current Australian Standards.           reproduced without written approval from AM20
                                                                                                                                                  4. Do not scale off drawings.                  Design.                                                                                                                                                                            Code       900217   No.       CHA-001                     C
Document Set ID: 25041505
Version: 1, Version Date: 06/08/2026

Full text of the other 4 pages

Page 2

         NOOSA COUNCIL
         APPROVED PLAN
  MCU25/0025.01 2 SEPTEMBER 2026

                                                                                                                                                    75                                  3825                                                           3325                 75              3225

                                                                                                                                                    75                                  3825                                                           3325                          2075               1000    75

                                                                                                                                                                              2900                   75                            3100                                          4375                           75




                                                                                                                   75
                                                                                                           75
                                                                                                                                                                                        12/09a                                      16/06dh            16/12c   16/06dh




                                                                                                                                                                                                                                                                                                                          75 1525

                                                                                                                                                                                                                                                                                                                                    1525
                                                                                                                                                    10/06c
                                                                                                   2900

                                                                                                           2750

                                                                                                                   2750
                                                                                                                                                                                       BATH                                                          MUD                                    06/06 l
                                                                                                                                                                                      Tile Floor




                                                                                                                                                                                                                                                                                                                          1225
                                                                                                                                                                                                                                                                                 WC




                                                                                                                   75
                                                                                                           75
                                                                                                                                                                                                                                D/W




                                                                                                                                                                                                                                                                                                                14/09dh
                                                                                                                   2995
                                                                                                                                                                                                                                  KITCHEN
                                                                                                                                                                                                                                                                                 DINING


                                                                                                                                                                                                                                                         Fr.




                                                                                                                                                                                                                                                                                                                                            13070
                                                                                                                                                                                                                                                                                                                          7420

                                                                                                                                                                                                                                                                                                                                    11545
                                                                                                                                                                                                      14/09c
                                                                                                                   3100




                                                                                                                                                                                                                                 BEDROOM
                                                                                                   10170

                                                                                                           10170




                                                                                                                                                                                                                                                                                     LOUNGE




                                                                                                                                                                                                                                                                                                                14/09dh
                                                                                                                                                                         VERANDAH




                                                                                                                                                                                                                                                                                                                12/09c
                                                                                                                   3850




                                                                                                                                                                                                      14/09c                     BEDROOM




                                                                                                                                                                                                                                                                                                                          2600
                                                                                                                                                                                                                                                                                               ENTRY




                                                                                                                                                                                                                                                                                                                12/09c




                                                                                                                                                                                                                                                                                                                          75
                                                                                                                   75




                                                                                                                                                                                                                                        12/12c                          12/09c                         12/09c




                                                                                                                                                                              2900                   75                                3500                               1600                  2375            75

                                                                                                                                                                              2900                                                                               7700

                                                                                                                                                                                                                                               10600




   NOTE:
                                                                                                                                                                                                                        EXISTING FLOOR PLAN
   The structural drawings are indicative only and require to be
   confirmed with structural engineer prior to work. AM20 Design does
                                                                                                                                                                                                                        Scale 1:100
   not accept any responsibility for the structural components and their
   designs for the proposed dwelling. Structure Engineer's drawings
   take precedence over AM20 Design drawings and documents.
                                                                           REV          DESCRIPTION                       DATE   DRN. APPRVD. WARNING NOTICE:                                   COPYRIGHT AND REPRODUCTION                                                                                                Project Address           Client
                                                                            A    ISSUED FOR DESIGN APPROVAL        05.08.2024     MP    AM    1. Engineer's and or Manufacturer's               1. This document is Confidential and remains the
                                                                                                                                                                                                   property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                              K & J CHADBURNE
                                                                            B         REVISED SITE PLAN            14.10.2024     MP        AM
                                                                                                                                                       Designs & Specifications to take
                                                                                                                                                       precedence over this document.              document must not be distributed to third parties                                                                         PROPOSED DWELLING AT   Sheet
                                                                                                                                                    2. All contractors to confirm all levels,      without their prior written consent.                                                Scale 1 : 100 at A3
                                                                           C          REVISED SITE PLAN            06.02.2025     MP        AM         angles and dimensions on site
                                                                                                                                                       before commencing work.
                                                                                                                                                                                                2. A third party receiving a copy of this document should
                                                                                                                                                                                                   not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                                 0          1              2.5m              711 LOUIS BAZZO ROAD             EXISTING FLOOR PLAN
                                                                                                                                                                                                   disclaims all responsibility and liability to such party.
                                                                                                                                                    3. All construction to comply with the
                                                                                                                                                       Building Code of Australia 2022          3. This document may not be altered mimicked or                                                                              COOTHARABA             Project            Drawing             Revision
                                                                                                                                                       and current Australian Standards.           reproduced without written approval from AM20
                                                                                                                                                    4. Do not scale off drawings.                  Design.                                                                                                                                          Code      900217   No.       CHA-002              C
Document Set ID: 25041505
Version: 1, Version Date: 06/08/2026

Page 3

         NOOSA COUNCIL
         APPROVED PLAN
  MCU25/0025.01 2 SEPTEMBER 2026




                                                                                                                                                                                                                                   7375                                                3225




                                                                                                                                                                                              EXISTING 150 UB STEEL BEAM                                                    NEW STAIRS




                                                                                                                                                                                                                                                                                                                                   1525

                                                                                                                                                                                                                                                                                                                                           1525
                                                                                                                                                                                                                                          NEW SHS COLUMNS
                                                                                                                                                                                                                                           (REF. ENG. SPEC.)




                                                                                                                  2960




                                                                                                                                                                                                                                                                                                                                   1435
                                                                                                                                                        EXISTING 230 PFC STEEL BEAM                                                  EXISTING 2/180 PFC STEEL BEAM




                                                                                                                                                                                                                                                                                                                                   2510
                                                                                                                                                                                                                                     EXISTING 2/180 PFC STEEL BEAM




                                                                                                                                                                                                   EXISTING 100 x 75 HWD BEARERS
                                                                                                          13070




                                                                                                                                                                                                                                                                                                                                   2300

                                                                                                                                                                                                                                                                                                                                           11545
                                                                                                                                                                                                                                     EXISTING 2/180 PFC STEEL BEAM
                                                                                                                  10110




                                                                                                                                                                                                                                                              CAR
                                                                                                                                                                                                                                                             SPACE




                                                                                                                                                                                                                                                                                                                                   2500
                                                                                                                                                                                                                                      CAR
                                                                                                                                                                                                                                     SPACE
                                                                                                                                                                                                                                     EXISTING 2/180 PFC STEEL BEAM
                                                                                                                                                                                                                                                                                                  1500
                                                                                                                                                                                                                                                               NEW FJ AT
                                                                                                                                                                                                                                                               450 CRS.




                                                                                                                                                                                                                                                                                                            FIBRO CLAD STUD WALL
                                                                                                                                                               EXISTING                                                                                        (REF. ENG.




                                                                                                                                                                                                                                                                                                                                   2800
                                                                                                                                                               100 x 50 HWD FJ                                                                                 SPEC.)
                                                                                                                                                               AT 450 CRS.                                                                                                                             WM




                                                                                                                                                                                                                                                                                1800
                                                                                                                                                                                                                                                                                              LDY
                                                                                                                                                                                                                                                                                          Tile Floor
                                                                                                                                                                                                                                                                                              s
                                                                                                                                                                                                                                     EXISTING 2/180 PFC STEEL BEAM



                                                                                                                                                                                                                                                                      NEW LAUNDRY
                                                                                                                                                                                                                                                                       LOCATION ON
                                                                                                                                                                                                                                                                        CONC. SLAB


                                                                                                                                                                            2850                                                                  5325                                    2425

                                                                                                                                                                                                                                               10600




   NOTE:
                                                                                                                                                                                                                                    PROPOSED SUB-FLOOR PLAN
   The structural drawings are indicative only and require to be
   confirmed with structural engineer prior to work. AM20 Design does
                                                                                                                                                                                                                                    Scale 1:100
   not accept any responsibility for the structural components and their
   designs for the proposed dwelling. Structure Engineer's drawings
   take precedence over AM20 Design drawings and documents.
                                                                           REV          DESCRIPTION                   DATE     DRN. APPRVD. WARNING NOTICE:                                   COPYRIGHT AND REPRODUCTION                                                                                                           Project Address         Client
                                                                            A    ISSUED FOR DESIGN APPROVAL       05.08.2024    MP    AM    1. Engineer's and or Manufacturer's               1. This document is Confidential and remains the
                                                                                                                                                                                                 property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                                     K & J CHADBURNE
                                                                            B         REVISED SITE PLAN           14.10.2024    MP        AM
                                                                                                                                                     Designs & Specifications to take
                                                                                                                                                     precedence over this document.              document must not be distributed to third parties                                                                                  PROPOSED DWELLING AT   Sheet
                                                                                                                                                  2. All contractors to confirm all levels,      without their prior written consent.                                            Scale 1 : 100 at A3
                                                                           C          REVISED SITE PLAN           06.02.2025    MP        AM         angles and dimensions on site
                                                                                                                                                     before commencing work.
                                                                                                                                                                                              2. A third party receiving a copy of this document should
                                                                                                                                                                                                 not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                            0         1              2.5m                           711 LOUIS BAZZO ROAD     PROPOSED SUB-FLOOR PLAN
                                                                                                                                                                                                 disclaims all responsibility and liability to such party.
                                                                                                                                                  3. All construction to comply with the
                                                                                                                                                     Building Code of Australia 2022          3. This document may not be altered mimicked or                                                                                       COOTHARABA             Project            Drawing             Revision
                                                                                                                                                     and current Australian Standards.           reproduced without written approval from AM20
                                                                                                                                                  4. Do not scale off drawings.                  Design.                                                                                                                                                   Code      900217   No.       CHA-005              C
Document Set ID: 25041505
Version: 1, Version Date: 06/08/2026

Page 4

                                                                                                                                                                                                                                                                                                                                                                       NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                       APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                MCU25/0025.01 2 SEPTEMBER 2026
                                                                                                                                 X. N.G.L.
                                                                                                                     VE APPRO
                                                                                                             8.5m ABO




                                                                            ZINCALUME ROOF



                                                                                                                                                                                                                                                              WEATHERBOARD
                                                                                                                                                                                                                                                              CLADDING


                                                                                                                                       DP
                           APPROX. O.M.P. ABOVE N.G.L.




                                                          APPROX. F.S.L.


                                                                   N.G.L.
                                                         APPROX.

                                                                                                                                                                                                                                                                                                                     8.5m ABOVE APPROX. N.G.L.
                                                                                                 PROPOSED NORTH-NORTHWEST ELEVATION
                                                                                                 Scale 1:100

                                                                                                                                                                                                                                                   ZINCALUME ROOF




                                                                                                                                                                                                                                                                                                                                                 DP
                                                                                                                                                                                  APPROX. O.M.P. ABOVE N.G.L.




                                                                                                                                                                                                                                                                                     DP                                                                                   WEATHERBOARD
                                                                                                                                                                                                                                                                                                                                                                          CLADDING




                                                                                                                                                                                                                APPROX. N.G.L.




                                                                                                                                                                                                                APPROX. F.S.L.

                                                                                                                                                                                                                                                            FIBRO CLADDING
                                                                                                                                                                                                                                                                                                       NEW TIMBER BATTENS                             NEW STAIRS


                                                                                                                                                                                                                                                                                                PROPOSED WEST-SOUTHWEST ELEVATION
                                                                                                                                                                                                                                                                                                Scale 1:100                                                                      N.B.
                                                                                                                                                                                                                                                                                                                                                                                 N.G.L. = NATURAL GROUND LINE
                                                                                                                                                                                                                                                                                                                                                                                 F.S.L. = FINISHED SURFACE LEVEL


                                                                            REV            DESCRIPTION                DATE       DRN. APPRVD. WARNING NOTICE:                                                     COPYRIGHT AND REPRODUCTION                                                                                Project Address            Client
                                                                             A      ISSUED FOR DESIGN APPROVAL      05.08.2024    MP    AM    1. Engineer's and or Manufacturer's                                 1. This document is Confidential and remains the
                                                                                                                                                                                                                     property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                                 K & J CHADBURNE
                                                                             B           REVISED SITE PLAN          14.10.2024    MP         AM
                                                                                                                                                       Designs & Specifications to take
                                                                                                                                                       precedence over this document.                                document must not be distributed to third parties                                                       PROPOSED DWELLING AT      Sheet
                                                                                                                                                    2. All contractors to confirm all levels,                        without their prior written consent.                             Scale 1 : 100 at A3
                                                                            C            REVISED SITE PLAN          06.02.2025    MP         AM        angles and dimensions on site
                                                                                                                                                       before commencing work.
                                                                                                                                                                                                                  2. A third party receiving a copy of this document should
                                                                                                                                                                                                                     not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                                 0         1              2.5m               711 LOUIS BAZZO ROAD                         ELEVATIONS
                                                                                                                                                                                                                     disclaims all responsibility and liability to such party.
                                                                                                                                                    3. All construction to comply with the
                                                                                                                                                       Building Code of Australia 2022                            3. This document may not be altered mimicked or                                                            COOTHARABA                Project              Drawing                      Revision
                                                                                                                                                       and current Australian Standards.                             reproduced without written approval from AM20
                                                                                                                                                    4. Do not scale off drawings.                                    Design.                                                                                                                           Code      900217     No.        CHA-006                      C
Document Set ID: 25041505
Version: 1, Version Date: 06/08/2026

Page 5

                                                                                                                                                                                                                                                                                                                                                                                    NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                    APPROVED PLAN
                                                                                                                         8.5m ABO
                                                                                                                                                                                                                                                                                                                                                                             MCU25/0025.01 2 SEPTEMBER 2026
                                                                                                                                 VE APPRO
                                                                                                                                         X. N.G.L.




                                                                               ZINCALUME ROOF
                           APPROX. O.M.P. ABOVE N.G.L.




                                                                                                                                                                                                                                                             WEATHERBOARD
                                                                                                                                                                                                                                                             CLADDING




                                                         APPROX.
                                                                   N.G.L.




                                                         APPROX. F.S.L.


                                                                            NEW STAIRS                          NEW TIMBER BATTENS

                                                                                                                                                                                                                                                                                                                     8.5m ABOVE APPROX. N.G.L.
                                                                                                         PROPOSED SOUTH-SOUTHEAST ELEVATION
                                                                                                         Scale 1:100



                                                                                                                                                                                                                                                                                       ZINCALUME ROOF




                                                                                                                                                                                                                                                                                                                                                                                         WEATHERBOARD
                                                                                                                                                                                                                                                                           DP                   DP                                                                                 DP    CLADDING
                                                                                                                                                                                        APPROX. O.M.P. ABOVE N.G.L.




                                                                                                                                                                                                                      APPROX. F.S.L.

                                                                                                                                                                                                                      APPROX. N.G.L.




                                                                                                                                                                                                                                                                                                              PROPOSED EAST-NORTHEAST ELEVATION
                                                                                                                                                                                                                                                                                                              Scale 1:100                                                                          N.B.
                                                                                                                                                                                                                                                                                                                                                                                                   N.G.L. = NATURAL GROUND LINE
                                                                                                                                                                                                                                                                                                                                                                                                   F.S.L. = FINISHED SURFACE LEVEL


                                                                                  REV             DESCRIPTION               DATE       DRN. APPRVD. WARNING NOTICE:                                                     COPYRIGHT AND REPRODUCTION                                                                                               Project Address         Client
                                                                                   A      ISSUED FOR DESIGN APPROVAL      05.08.2024    MP    AM    1. Engineer's and or Manufacturer's                                 1. This document is Confidential and remains the
                                                                                                                                                                                                                           property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                                                   K & J CHADBURNE
                                                                                   B            REVISED SITE PLAN         14.10.2024    MP        AM
                                                                                                                                                             Designs & Specifications to take
                                                                                                                                                             precedence over this document.                                document must not be distributed to third parties                                                                      PROPOSED DWELLING AT   Sheet
                                                                                                                                                          2. All contractors to confirm all levels,                        without their prior written consent.                                      Scale 1 : 100 at A3
                                                                                   C            REVISED SITE PLAN         06.02.2025    MP        AM         angles and dimensions on site
                                                                                                                                                             before commencing work.
                                                                                                                                                                                                                        2. A third party receiving a copy of this document should
                                                                                                                                                                                                                           not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                                                0         1              2.5m                     711 LOUIS BAZZO ROAD                       ELEVATIONS
                                                                                                                                                                                                                           disclaims all responsibility and liability to such party.
                                                                                                                                                          3. All construction to comply with the
                                                                                                                                                             Building Code of Australia 2022                            3. This document may not be altered mimicked or                                                                           COOTHARABA             Project              Drawing                      Revision
                                                                                                                                                             and current Australian Standards.                             reproduced without written approval from AM20
                                                                                                                                                          4. Do not scale off drawings.                                    Design.                                                                                                                                       Code       900217    No.        CHA-007                      C
Document Set ID: 25041505
Version: 1, Version Date: 06/08/2026

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