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Architectural Plans - 711 Louis Bazzo Rd Cootharaba

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

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                                                                                                                                               GENERAL NOTES:

                                                                                          PROPOSED DWELLING                                    The proposed dwelling is to comply with standard building by-laws, National
                                                                                                                                               Construction Code of Australia (NCC 2022) and all Australian Standards relevant to the
                                                                                                                                               classification of the building.
                                                                                         FOR K & J CHADBURNE AT                                THE PROPOSED DWELLING
                                                                                                                                                   The proposed dwelling is a relocated building and is to be sited as shown.
                                                                                          711 LOUIS BAZZO ROAD                                     Location of building approximate only. Building must adhere to local council's
                                                                                                                                                   minimum setbacks.

                                                                                               COOTHARABA                                          All plumbing and drainage to local council requirements.
                                                                                                                                                   Finished levels to be determined onsite.
                                                                                                                                               TIMBERWORK
                                                                                                                                                   This building is an existing timber framed building with weatherboard cladding.
                                                                                                                                               CONCRETE
                                                                                                                                                   Refer to Engineer's Specifications.
                                                                                              SHEET     REVISION             DRAWING TITLE     ADDITIONAL TIMBERWORK
                                                                                            CHA - 001      C                      SITE PLAN        Refer to Engineer's Specifications.
                                                                                                                                               TIMBER SCHEDULE
                                                                                            CHA - 002      C            EXISTING FLOOR PLAN        Refer to Engineer's Documents.
                                                                                            CHA - 003      C          PROPOSED FLOOR PLAN      TERRAIN
                                                                                                                                                   Refer to Site Classification Report 019-118 by Unearthed Geotechnical .
                                                                                            CHA - 004      C        EXISTING SUB-FLOOR PLAN    SITE CLASSIFICATION
David Wright House Removers and Demolition                                                  CHA - 005      C       PROPOSED SUB-FLOOR PLAN         The site classification has been determined to be classified as a " S" site as per Site
240 Bruce Hwy, Eastern Service Road                                                                                                                Classification Report 019-118 by Unearthed Geotechnical dated 04/11/2019 . Refer
                                                                                            CHA - 006      C                    ELEVATIONS         to engineer's specifications for bored pier diameter and a minimum depth.
Burpengary East, QLD 4505                      F | (07) 3888 2231
P | (07) 38882234                   E | [email protected]                             CHA - 007      C                    ELEVATIONS     STUMPS
                                                                                                                                                   Stump positions are indicative only. Refer to Engineer's Documents.
                                                                                            CHA - 008      C                    SECTION A-A'   BRACING
                                                                                            CHA - 009      C                        DETAILS        Refer to Engineer's Specifications.
                                                                                                                                               TIE DOWN
                                                                                                                                                   Refer to Engineer's Specifications.
                                                                                                                                               SUSTAINABILITY
                                                                                                                                               As per Queensland Development Code Part MP4.1 & MP4.2:
                                                                                                                                                   Ceiling Batts with minimum R3 Rating to be installed.
                                                                                                                                                   All shower roses to be AAA-rated unless otherwise noted.
                                                                                                                                                   All WC cisterns to be 6/3 litre dual-flush.
                                                                                                                                                   Provide energy efficient lighting to at least 80 per cent of the house.
                                                                                                                                                   Water pressure to any fixture must not exceed 500kPa. Water pressure limiting
                                                                                                                                                   devices to be installed in areas with high water pressure.
                                                                                                                                                   Provide greenhouse efficient hot water systems such as solar, heat pump or gas
                                                                                                                                                   hot water with minimum 14 renewable energy certificates. Provide temp. limiting
                                                                                                                                                   devices to all bathroom fixtures.




                                                                                                                                                    LEGEND                                      LEGEND - DEMOLITION
                                                                                                                                                       DP
                                                                                                                                                                Downpipe                                         Demolished Roof
                                                                                                                                                      EF        Exhaust Fan                                      Demolished Wall
                                                                                                                                                                Line of Roof Above                               Demolished Masonry Wall
                                                                                                                                                      s         Smoke Alarm                                      Existing Roof
                                                                                                                                                      SL        Skylight                                         Existing Wall
                                                                                                                                                                                                                 Masonry Wall
                                                                                                                                                                                                                 Extent Of Removed Surface


                                                                                                                                                    DOOR & WINDOW SCHEDULE
                                                                                                                                                   a | Awning               gb | Glass Brick
                                                                                                                                                   bf | Bi-Fold             l | Louvre
                                                                                                                                                   c | Casement             obs | Obscured Glass
                                                                    PROPOSED SOUTH-SOUTHEAST ELEVATION                                             csd | Cavity Slider Door s | Sliding
                                                                    Scale 1:100                                                                    da | Double Awning       st | Stacker
                                                                                                                                                   dh | Double Hung         v | Vented
                                                                                                                                                   f | Fixed

                                                                                                                                                  NOTE:
                                                                                                                                                  The structural drawings are indicative only and require to be
                                                                                                                                                  confirmed with structural engineer prior to work. AM20 Design does
                                                                                                                                                  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.
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Full text of the other 9 pages

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                                                                                             169.940                                                   98
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                                                                                                                                                                                                                                                                                                 80




                                                                                                                                                                                                                                                                                                                    76
                                                                                                                                                                                                                                                                                                         78
                                                                                                                                                                         102                                                                                         EXISTING
                                                                                                               108




                                                                                                                                                                                                                                                                                                                                72
                                                                                                                                                                                                                                                                   SHADECLOTH




                                                                                                                                                                                                                                                                                                                                           70
                                                                                                              110                                        LOT 3                                                                                                    GREENHOUSES
                                                                                                        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
                                                         12.738m to                                                    DISCHARGE
                                                                    OMP
                                                                                                                                 59.637m

                                                                                                                                                                                                                                                                     80
                                                                                                                                          EXISTING                                              20,000 L TANK                                                  1.1
                                                                                                                                                                                            CONNECTED TO A DAVY                                              19
                                                                                                                                           SHED                                              FIRE-FIGHTER PUMP
                                                                                    IA
                                                                                 SC

                                                                                         G
                                                                              FA

                                                                                      IN




                                                                                                                            EXISTING
                                                                                    ND
                                                                            m




                                                                                                                            CROSSOVER
                                                                           61




                                                                                                                         87
                                                                                 LA
                                                                       6.1




LOT INFORMATION                                                                                                             .1
                                                                                m




                                                                                                                                 00                                                                                                                                                                                                    45,000 L
                                                                             00




LOT                           3                               LO                                                                                                                                                                                                                                                                                    PROPOSED
                                                                           6.0




                                                                                                                                                                                                                                                                                                                                     RAINWATER
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




                                                                                                                                                                                                                                                                                                                                                                          ND
                                                                                                                                                                                                                                                                                                                                                          6.1


                                                                                                                                                                                                                                                                                                                                                                       LA
PROPOSED DWELLING FOOTPRINT                                                                                                                                                                                                                                                                                                    INSET                                                               Scale 1 : 200 at A3




                                                                                                                                                                                                                                                                                                                                                                   0m
PROPOSED SITE COVER           504   1.53% APPROX.                                                                                                                                                                                                                                                                                                                                              0        2              5m




                                                                                                                                                                                                                                                                                                                                                                 6.0
                                                                                                                                                                                                                                                                                                                               Scale 1:200
                                             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

Page 3

                                                                                                                                                 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

Page 4

                                                                                                                                                 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
                                                                                                                                               DP                                                                                                                                     NEW STAIRS




                                                                                                                                                                                                                                                                                                                              75 1525

                                                                                                                                                                                                                                                                                                                                        1525
                                                                                                                                                 10/06c
                                                                                                2900

                                                                                                        2750

                                                                                                                2750
                                                                                                                                                                                    BATH                                                          ENTRY                                         06/06 l
                                                                                                                                                                                   Tile Floor
                                                                                                                                                                                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                              1225
                                                                                                                                                                                                                                                                                     WC
                                                                                                                                                                                                                                                                                   Tile Floor
                                                                                                                                                 DP




                                                                                                                75
                                                                                                        75
                                                                                                                                                                                                                             D/W




                                                                                                                                                                                                                                                                                                                    14/09dh
                                                                                                                2995
                                                                                                                                                                                                                               KITCHEN
                                                                                                                                                                                                                                                                                     DINING


                                                                                                                                                                                                                                                      Fr.




                                                                                                                                                                                                                                                                                                                                                13070
                                                                                                                                                                                                                                                                                                                              7420
                                                                                                                                                                                                                                                             s                s




                                                                                                                                                                                                                                                                                                                                        11545
                                                                                                                               A




                                                                                                                                                                                                   14/09c
                                                                                                                3100




                                                                                                                                                                                                                              BEDROOM
                                                                                                                              SH 8
                                                                                                10170

                                                                                                        10170




                                                                                                                                                                                                                                                                                        LOUNGE




                                                                                                                                                                                                                                                                                                                    14/09dh
                                                                                                                                                                      VERANDAH




                                                                                                                                                                                                                                                             s

                                                                                                                                                                                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                    12/09c
                                                                                                                3850




                                                                                                                                                                                                   14/09c                     BEDROOM




                                                                                                                                                                                                                                                                                                                              2600
                                                                                                                                                                                                                                                                                        FAMILY




                                                                                                                                                                                                                                                                                                                    12/09c
                                                                                                                                                     DP                                                                                                      DP




                                                                                                                                                                                                                                                                                                                              75
                                                                                                                75




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




                                                                                                                                                                           2900                   75                                3500                                    1600                    2375            75

                                                                                                                                                                           2900                                                                                    7700

                                                                                                                                                                                                                                            10600




NOTE:
                                                                                                                                                                                                                     PROPOSED 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 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-003              C

Page 5

                                                                                                                                                                                                                                  7375                                     3225




                                                                                                                                                                                           EXISTING 150 UB STEEL BEAM




                                                                                                                                                                                                                                                                                                    1525

                                                                                                                                                                                                                                                                                                            1525
                                                                                                               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




                                                                                                                                                                                                                                                                                                    2500
                                                                                                                                                                                                                                     EXISTING 2/180 PFC STEEL BEAM



                                                                                                                                                            EXISTING




                                                                                                                                                                                                                                                                                                    2800
                                                                                                                                                            100 x 50 HWD FJ
                                                                                                                                                            AT 450 CRS.


                                                                                                                                                                                                                                EXISTING 2/180 PFC STEEL BEAM




                                                                                                                                                                         2850                                                                     5325                         2425

                                                                                                                                                                                                                                                10600




NOTE:
                                                                                                                                                                                                                                    EXISTING 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       EXISTING 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-004              C

Page 6

                                                                                                                                                                                                                                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

Page 7

                                                                                                      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

Page 8

                                                                                              8.5m ABO
                                                                                                      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

Page 9

                                                                                                                                                                                                                                                                                        VE N.G.L.
                                                                                                                                                                                                                                                                          8.5m ABO




                                                                                                                                                                                                                                                                                                                                       EXISTING ROOF FRAMING
                                                                                                                                                                                                    ZINCALUME SHEETING AT
                                                                                                                                                                                                     APPROXIMATELY 22-26



                                                                                                                                                                                                                                                                                                                                                                    EAVES   300




                                                                                                                                                                                                                    EXISTING 75mm HWD
                                                                                                                                                                                                                    WALL FRAMING
                                                                                 CEILING HEIGHT




                                                                                                                                                                                                                                                                                                                                                                                      WEATHERBOARD
                                                                                                                                                                                                                                                                                                                                                                                      CLADDING
                                                                          3250




                                                                                                                                                                                                                                                  BEDROOM                                                                                LOUNGE
                                                           APPROX. 7666




                                                                                                                                             VERANDAH




                                                                                                                                                                                                                                                                                                                                                  EXISTING 100 x 50
                                                                                                                                                                                                                                                                                                                                                  HWD FJ AT 450 CRS.

                                                                                                                                                                                                                         EXISTING HARDWOOD FLOORING



                                                                                                                                                                                                                   EXISTING 100 x 75
                                                                                                                                                                                                                   HWD BEARERS                                                           EXISTING 2/180 PFC STEEL BEAM
                                                                                 HEIGHT ABOVE F.S.L.




                                                                                                                                                                                                                                                                                                                                                                                       SHS COLUMNS
                                                                          2400




                                                                                                                                                                                                                                                                                                                                                                                       (REF. ENG. SPEC.)

                                                                                                                                                                                                                                                               N.G.L.
                                                                                                                                                                                                                                            APPROX.



                                                                                                       APPROX. F.S.L.



                                                                                                                                                                                                                                                                                                                                                                                  REFER TO ENGINEER'S
                                                                                                                                                                                                                                                                                                                                                                                  SPECIFICATIONS FOR
                                                                                                                                                                                                                                                                                                                                                                                  FOOTING DETAIL.


                                                                                                                           SECTION A-A
                                                                                                                           Scale 1:50
NOTE:
The structural drawings are indicative only and require to be
confirmed with structural engineer prior to work. AM20 Design does
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 : 50 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    0.5         1.0     1.5m               711 LOUIS BAZZO ROAD                                        SECTION A-A'
                                                                                                                                                                                                                            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-008              C

Page 10

                                             EXISTING BEARER
                BOLTS (REF. ENG. SPEC.)                                        BOLT (REF. ENG. SPEC.)




                                         PLATE (REF. ENG. SPEC.)

                                                                                                                                                                                                                                                      SHS POST

                                                                                                                                                                                         GROUND LEVEL
                     1         TYPICAL SHS POST TO BEARER
                               NOT TO SCALE




                                                                                                                                                                                                REF. ENG. SPEC. FOR DEPTH
                                         FRAMING ANCHOR (REF. ENG. SPEC.)                                                                                                                                                                              MS CAP PLATE



                                        JOIST


                                            BEARER                                                                                                                                                                            REF. ENG. SPEC.


                                            SHS COLUMN
                                                                                                                                                                                                    4                       TYP. BORED PIER
                                                                                                                                                                                                                            N.T.S.

                      2        TYPICAL JOIST TO BEARER DETAIL
                               NOT TO SCALE


                                                                                                                                                                                    NOTE:
                                                                                                                                                                                    The structural drawings are indicative only and require to be
                                                                                                                                                                                    confirmed with structural engineer prior to work. AM20 Design does
                                                                                                                                                                                    not accept any responsibility for the structural components and their
                                                                                     SHS COLUMN                                                                                     designs for the proposed dwelling. Structure Engineer's drawings
                                                                                                                                                                                    take precedence over AM20 Design drawings and documents.
                               BEARER



                                                                                         BEARER



                               ANGLE BRACKET (REF. ENG. SPEC.)                           ANGLE BRACKET (REF. ENG. SPEC.)




                      3        TYPICAL CONTINUOUS SHS POST TO BEARER
                               NOT TO SCALE




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.
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.
                                                                                                                                                                                                                                     711 LOUIS BAZZO ROAD                                DETAILS
                                                                                                                        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-009              C

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