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Appendix A - Proposal Plans

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           60 CRANK STREET, TEWANTIN, QLD 4565
           PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                                                      SHEET     NAME
                                                                                                                                                                                                                                                                                                                        01      COVER PAGE
                                                                                                                                                                                                                                                                                                                        02      GENERAL NOTES
                                                                                                                                                                                                                                                                                                                        03      SITE PLAN
                                                                                                                                                                                                                                                                                                                        04      SITE PLAN SURVEY OVERLAY
                                                                                                                                                                                                                                                                                                                        05      FLOOR PLAN
                                                                                                                                                                                                                                                                                                                        06      ELEVATIONS
                                                                                                                                                                                                                                                                                                                        07      ELEVATIONS
                                                                                                                                                                                                                                                                                                                        08      PERSPECTIVES
                                                                                                                                                                                                                                                                                                                        09      PERSPECTIVES




                                                                                                                                                                                                                                                                                                                          I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                          ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                         ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                           A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                              VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                              PREPARED.
                                                                                                                                                                                                                                                                                                                        OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                        OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                        BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                            CLIENT:                                                                                                                      PAGES:   SHEET SIZE:   REV             DESCRIPTION                                                  DATE
                                                 HOMES                       CUSTOM                                                                                                                                                                                                      01 OF 09    A3
                                                                                                                                                                                                                                                                                                                A             CONCEPT PLAN                                                 05.06.24
                                                                                                                                                            RICHARD GODWIN                                                                                                               JOB NUMBER: AU116-47   B             CONCEPT PLAN                                                 11.06.24
             GJ NOOSA PTY LTD                                                                                                                               DRAWING TITLE:                                                  PROJECT: PROPOSED RESIDENCE                                  DRAWN BY:
                                                                                                                                                                                                                                                                                                                C             CONCEPT PLAN                                                 13.06.24

                   QLD                                                 © COPYRIGHT EXCLUSIVE                                   QLD                                                                                                                                                       JB

                QBCC 1303975                                           TO G.J GARDNER HOMES                                QBCC 15309561                    COVER PAGE                                                      60 CRANK STREET, TEWANTIN                                    DATE:       13.06.24
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Full text of the other 9 sections

Section 2

              G E N E R A L                            N O T E S

             GENERAL            NOTES                                                                       SITE        NOTES                                                                           ROOFWAT ER             DRAINAGE                                                              MANUFACTURES            SPECIFICATIONS

             DO NOT SCALE OFF DRAWINGS, ONLY USE FIGURED DIMENSION. BUILDER IS                              BUILDER TO CONFIRM LOCATIONS OF ALL EXISTING SERVICES BELOW &                              ALL ROOFWATER DRAINAGE SYSTEMS MUST BE CONNECTED TO A                                         ALL BUILDING PRODUCTS & MATERIALS THAT ARE USED ON SITE
             TO VERIFY ALL DIMENSIONS PRIOR TO COMMENCING AND                                               ABOVE GROUND LEVEL ON & ADJACENT TO THE SITE, PRIOR TO ANY                                 STORMWATER DRAINAGE SYSTEM COMPLYING WITH NCC 2022 BCA - VOL 2,                               MUST BE STORED CORRECTLY AS PER MANUFACTURERS
             WORK/CONSTRUCTION & ORDERING OF MATERIALS. BUILDER TO CONFIRM                                  BUILDING WORKS.                                                                            PART 3.3.5 DRAINAGE & AUSTRALIAN STANDARD AS/NZ 3500.                                         SPECIFICATIONS. REFER TO MANUFACTURERS SPECIFICATIONS FOR
             RL'S ON SITE PRIOR TO COMMENCEMENT OF EARTHWORKS.                                                                                                                                                                                                                                       MATERIAL AND PRODUCTS RECOMMENDED TO USE FOR ALL SITES
                                                                                                            THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE BUILDING FOR                              THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO                                 THAT ARE LOCATED WITHIN PROXIMITY TO SALT ENVIRONMENTS.
             ALL WORK PERFORMED SHALL ADHERE TO THE MINIMUM STANDARDS                                       A MINIMUM WIDTH OF 1000mm, SHALL BE PROVIDED WITH A MINIMUM                                PREVENT THE BACKFLOW OF WATER INTO THE BUILDING.
             SETOUT & PRESCRIBED BY THE RELEVANT AUSTRALIAN STANDARDS, THE                                  SLOPE OF 1 in 20 AWAY FROM THE BUILDING TO AN APPROVED DRAINAGE
             NATIONAL CONSTRUCTION CODE'S BUILDING CODE OF AUSTRALIA, AND THE                               SYSTEM AS PER NCC 2022 BCA - VOL 2, PART 3.3.3 SURFACE WATER                               THE AREA SPECIFIC RAINFALL INTENSITY MUST BE SELECTED FROM NCC
             REQUIREMENTS & REGULATIONS SETOUT BY ANY FEDERAL, STATE &                                      DRAINAGE.                                                                                  2022 BCA - VOL 2, PART 7.4.3 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3                          DRIVEWAY / PATH           NOTES
             REGIONAL GOVERMENT.                                                                                                                                                                       OR FROM THE BUREAU OF METEOROLOGY 2016 RAINFALL DATA.
                                                                                                            SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THE SITE &                                                                                                                                ALL SITE PAVING TO BE CONSTRUCTED IN ACCORDANCE WITH THE
             ALL BUILDING WORKS TO COMPLY WITH LOCAL AUTHORITIES EROSION AND                                WITHOUT NUISANCE TO ADJOINING PROPERTIES.                                                  GUTTERS & DOWNPIPES MUST BE SELECTED FROM NCC 2022 BCA - VOL 2,                               PUBLICATIONS
             SEDIMENT CONTROL STANDARDS. ALL SEDIMENT FENCING TO BE ERECTED                                                                                                                            PART 7.4.5 OR FROM AUSTRALIAN STANDARD AS/NZ3500.3.                                           CEMENT, CONCRETE & AGGREGATE AUSTRALIA - GUIDE TO
             ON SITE PRIOR TO COMMENCEMENT OF WORK.                                                         ALL SUBFLOOR AREAS MUST BE GRADED TO AVOID THE PONDING OF                                                                                                                                CONCRETE HOUSING 2007, PATHS & DRIVEWAYS & RESIDENTIAL
                                                                                                            WATER BENEATH THE BUILDING.                                                                EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 500                              CONCRETE DRIVEWAYS & PATHS - JULY 2005.
             ALL PLUMBING & DRAINAGE TO COMPLY WITH STANDARD SEWERAGE BY-                                                                                                                              WITH SUPPORT BRACKETS AT 1200mm MAXIMUM CENTRES.
             LAWS & REQUIREMENTS OF LOCAL AUTHORITY.                                                        UN-RETAINED BULK EARTHWORKS - SITE CUT & FILL BATTERS ARE NOT TO                                                                                                                         THE AREA BENEATH & ADJACENT TO DRIVEWAYS & PATHS TO BE
                                                                                                            EXCEED THE MAXIMUM SLOPES FOR THE RELEVENT SOIL CLASS SHOWN                                BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 in 100, IN                            CLEARED OF ALL TOPSOIL & ORGANIC MATTER.
             BUILDER TO CONFIRM EXACT SITING AND ORIENTATION PRIOR TO                                       IN NCC 2022 BCA - VOL 2, PART 3.2. EARTHWORKS                                              ACCORDANCE WITH AUSTRALIAN STANDARD AS/NZ3500.3.
             CONSTRUCTION SETOUT. ALL BUILDING SETOUT AND CONFIRMATION OF                                                                                                                                                                                                                            PROVIDE A COMPACTED & LEVELLED LAYER OF 20mm MINIMUM
             SETBACKS AND HEIGHT TO BE CARRIED OUT BY A LICENSED SURVEYOR. NO                               TIMBER RETAINING WALLS TO HAVE 1000mm MAXIMUM HEIGHT. PROVIDE                              THE WIDTH OF VALLEY GUTTERS SHALL BE IN ACCORDANCE WITH                                       SAND: & AN OPTIONAL 0.2UM POLYETHYLENE MOISTURE BARRIER
             FOOTING, OR WALL TO ENCROACH THE TITLE BOUNDARY.                                               65mm DIA. AGG. DRAINS WITH GRANULAR BACKFILL. RETAINING WALLS &                            AUSTRALIAN STANDARD AS/NZ3500.3 & BUILDING CODE OF AUSTRALIA PART                             MAY BE PROVIDED UNDER THE SLAB IN SALINE AREAS, LAPPED &
                                                                                                            DRAINAGE SYSTEMS TO BE WHOLLY CONTAINED ON THE SUBJECT SITE.                               3.5.2. REFER TO ROOF SHEETING MANUFACTURERS SPECIFICATIONS FOR                                TAPED 200mm AT JOINTS.
             ALL WET AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC 2022 BCA -                              RETAINING WALLS GREATER THAN 1000mm IN HEIGHT SHALL BE                                     LIMITATIONS ON SHEET OVERHANGS INTO VALLEY GUTTERS. THE MAXIMUM
             VOL 2, PART 10.2 WET AREA AND WATERPROOFING.                                                   DESIGNED BY THE STRUCTURAL ENGINEER.                                                       ROOF CATCHMENT AREA FOR VALLEY GUTTERS IS 20sq.m. VALLEY                                      ALL PATHS & DRIVEWAYS SHALL HAVE A MINIMUM FALL OF 1 in 100
                                                                                                                                                                                                       GUTTERS ON ROOF PITCHED LOWER THAN 12.5 DEGREES MUST BE                                       (1%).
             PROVIDE APPROVED SMOKE ALARMS INSTALLED IN ACCORDANCE WITH NCC                                 BOUNDARY FENCES, INCLUDING HEIGHT OF ANY RETAINING WALLS                                   DESIGNED AS BOX GUTTERS.
             2022, BCA - VOL 2, PART 9.5 SMOKE ALARMS AND EVACUATION LIGHTING, BE                           UNDER, MUST NOT EXCEED 2000mm IN HEIGHT ABOVE EXISTING GROUND                                                                                                                            THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 in 5
             INTERCONNECTED & TO COMPLY AUSTRALIAN STANDARD AS 3786.                                        LEVEL. REFER TO LOCAL AUTHORITY REGULATIONS PRIOR TO                                       DOWNPIPES MUST SERVE NOT MORE THAN 12 METRES OF GUTTER LENGTH                                 (20%). WHERE GRADES ARE NEAR THE MAXIMUM, A TRANSITION
                                                                                                            COMMENCING ANY WORKS & SEEK ANY REQUIRED APPROVALS.                                        FOR EACH DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE                                  ZONE AT EITHER END MAY BE REQUIRED. REFER TO BUILDING
             ALL GLAZING TO COMPLY AND BE INSTALLED TO SATISFY THE NCC 2022 BCA -                                                                                                                      TO VALLEY GUTTERS.                                                                            CODE OF AUSTRALIA - VOLUME 1 PART D2.10 FOR GRADES TO
             VOL 2, PART 8 GLAZING                                                                                                                                                                                                                                                                   REQUIRED EXIT RAMPS.
                                                                                                                                                                                                       EAVES GUTTERS MUST BE PROVIDED WITH AN OVERFLOW SYSTEM WHERE
             ALL STAIRS, STEPS & RAMPS ARE DESIGNED & ARE TO BE CONSTRUCTED IN                              TERMITE             PROTECTION                                                             DOWNPIPES ARE LOCATED MORE THAN 1200mm FROM A VALLEY GUTTER.                                  ALL DRIVEWAYS, PATHS & CROSSOVERS BETWEEN THE PROPERTY
             ACCORDANCE WITH NCC 2022 BCA - VOL 2, PART 11.2 STAIRWAY AND RAMP                                                                                                                                                                                                                       BOUNDARY & THE KERBLINE ARE DESIGNED TO BE CONSTRUCTED
             CONSTRUCTION.                                                                                  ALL NEW BUILDING WORK AND/OR ALTERATIONS OF EXISTING                                                                                                                                     AS PER THE ALOCAL AUTHORITY REQUIREMENTS.
                                                                                                            BUILDING WORK IS TO BE TERMITE PROTECTED VIA PHYSICAL &/
             ALL BALUSTRADES & HANDRAILS ARE DESIGNED & ARE TO BE CONSTRUCTED                               CHEMICAL BARRIERS AS PER NCC 2022 BCA - VOL 2, PART 3.4                                                                                                                                  LIVABLE         HOUSING    DESIGN
                                                                                                                                                                                                       SUBFLOOR             VENTILATION
             IN ACCORDANCE WITH THE NCC 2022 BCA - VOL 2, PART 11.3 BARRIERS &                              TERMITE RISK MANAGEMENT.
             HANDRAILS.                                                                                                                                                                                PROVIDE SUBFLOOR VENTILATION TO THE MINUMUM STANDARD AS PER                                   DWELLING ACCESS TO BE PROVIDED IN ACCORDANCE WITH PARTS
                                                                                                            A DURABLE NOTICE IS REQUIRED AND MUST BE INSTALLED IN A                                    NCC 2022 BCA - VOL 2, PART 6.2.1 SUBFLOOR VENTILATION. IN ADDITION                            1.1 & 1.2 FROM THE LIVABLE HOUSING DESIGN.
             REFER TO STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS FOR                                    PROMINENT LOCATION SUCH AS THE METER BOX & IS TO BE                                        TO THE MINIMUM SUBFLOOR SPACE, THE SUBFLOOR SPACE MUST;
             SOILS REPORTS, FOOTING & SLAB DOCUMENTATION & OTHER REQUIRED                                   PERMANENTLY FIXED. THE INFORMATION TO BE DISPLAYED ON THE                                                                                                                                DWELLING ENTRANCE TO BE PROVIDED IN ACCORDANCE WITH
                                                                                                                                                                                                       - BE CLEARED OF ALL BUILDING DEBRIS AND VEGETATION
             STRUCTURAL DOCUMENTATION.                                                                      NOTICE IS AS PER NCC 2022 BCA - VOL 2, PART 3.4.3 DURABLE                                                                                                                                PARTS 2.1, 2.2, 2.3 & 2.4 FROM THE LIVABLE HOUSING DESIGN.
                                                                                                                                                                                                       - HAVE THE GROUND BENEATH THE SUSPENDED FLOOR GRADED IN
                                                                                                            NOTICE.                                                                                    ACCORDANCE WITH 3.3.3                                                                         INTERNAL DOORS & CORRIDORS TO BE PROVIDED IN ACCORDANCE
                                                                                                                                                                                                       - CONTAIN NO DEAD AIR SPACES                                                                  WITH PARTS 3.1, 3.2, 3.3 FROM THE LIVABLE HOUSING DESIGN.
                                                                                                            THEREAFTER THE OWNER TAKES ONTHE RESPONSIBILITY TO                                         - HAVE OPENINGS AS PER NCC 2022 BCA - VOL 2, FIGURE 6.2.1d
             BRICK / BLOCKWORK ARTICULATION JOINTS                                                          ORGANISE REGULAR INSPECTIONS WHICH MUST BE CARRIED OUT BY                                  - BE GRADED AS PER NCC 2022 BCA - VOL 2, PART 3.3.3 SURFACE                                   SANITARY COMPARTMENT TO BE PROVIDED IN ACCORDANCE WITH
                                                                                                            A QBCC-LICENSED CONTRACTOR WITH THE APPROPRIATE TERMITE                                    WATER DRAINAGE.
             BRICKWORK ARTICULATION JOINTS ARE TO BE INSTALLED                                                                                                                                                                                                                                       PARTS 4.1 & 4.2 FROM THE LIVABLE HOUSING DESIGN.
                                                                                                            MANAGEMENT LICENCE TO ENSURE TERMITES HAVE NOT BRIDGED                                     -THE CLEARANCE BETWEEN THE GROUND SURFACE & THE UNDERSIDE
             AT LOCATIONS OUTLINED IN NCC 2022 BCA - VOL 2, PART                                            THE BARRIER. IT IS RECOMMENDED THAT INSPECTIONS BE AT LEAST
             5.6.8 VERTICAL ARTICULATION JOINTS. BOTH BRICK &                                                                                                                                          OF THE FLOOR, MUST BE AS PER NCC 2022 - VOL 2 6.2.1 (1)b                                      SHOWER TO BE PROVIDED IN ACCORDANCE WITH PARTS 5.1 & 5.2
                                                                                                            EVERY 12 MONTHS, OR MORE OFTEN IN HIGH RISK AREAS. IT SHALL                                                                                                                              FROM THE LIVABLE HOUSING DESIGN.
             BLOCKWORK ARTICULATION JOINTS ARE TO BE INSTALLED                                              ALSO BE ADVISED THAT CAUTION BE TAKEN TO ENSURE THAT ALL
             AS PER AS 4773.2 MASONRY IN SMALL BUILDINGS                                                    PHYSICAL TERMITE BARRIERS BE CLEAR OF GARDEN BED &/OR SOIL
             CONSTRUCTION OR AS PER ENGINEERS SPECIFICATIONS.                                               BUILD UP & THAT ANY CHEMICAL BARRIERS INSTALLED REMAIN                                                                                                                                   REINFORCEMENT OF BATHROOM & SANITARY COMPARTMENT
                                                                                                            UNDISTURBED.                                                                                                                                                                             WALLS TO BE PROVIDED IN ACCORDANCE WITH PARTS 6.1 & 6.2
                                                                                                                                                                                                                                                                                                     FROM THE LIVABLE HOUSING DESIGN.



                                                                                                                                                                                                                                                                                                                                  I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                                  ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                 ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                                   A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                      VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                      PREPARED.
                                                                                                                                                                                                                                                                                                                                OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                            CLIENT:                                                                                                                      PAGES:   SHEET SIZE:    REV                    DESCRIPTION                                                  DATE
                                                 HOMES                       CUSTOM                                                                                                                                                                                                      02 OF 09    A3
                                                                                                                                                                                                                                                                                                                 A                    CONCEPT PLAN                                                 05.06.24
                                                                                                                                                            RICHARD GODWIN                                                                                                               JOB NUMBER: AU116-47    B                    CONCEPT PLAN                                                 11.06.24
             GJ NOOSA PTY LTD                                                                                                                               DRAWING TITLE:                                                  PROJECT: PROPOSED RESIDENCE                                  DRAWN BY:
                                                                                                                                                                                                                                                                                                                 C                    CONCEPT PLAN                                                 13.06.24

                   QLD                                                 © COPYRIGHT EXCLUSIVE                                   QLD                                                                                                                                                       JB

                QBCC 1303975                                           TO G.J GARDNER HOMES                                QBCC 15309561                    GENERAL NOTES 1 : 100                                           60 CRANK STREET, TEWANTIN                                    DATE:        13.06.24

Section 3

                                                        FLOOR AREAS                                            SITE COVERAGE
       PROPERTY DESCRIPTION
                                                        LIVING                                  124.03 m²     SITE     TOTAL            SITE
       LOT 8 on RP 81223                                PORCH                                     2.36 m²     AREA     FOOTPRINT        COVER
       NOOSA COUNCIL                                    OUTDOOR LIVING                           11.01 m²     505.42m²   174.27m²        34.48%
       ZONE: LOW DENSITY RESIDENTIAL                    GARAGE                                   36.88 m²
       AREA: 505.42m2
                                                        Grand total                             174.27 m²




                                                                                                                                                                                                                                                                             3800                                                                                  73m2 EXPOSED AGGREGATE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                      DRIVEWAY TO COMPLY WITH LOCAL
                                                                                                                                                                                                                                         BLOCK RETAINING                                                                                                                       COUNCIL REQUIREMENTS

                                                                                                                                                                12400                                                    7620                                                        7080
                                                                                                                                                                                                                                                                                                                                                                                    EXISTING CONCRETE
                                                                                                                                           TIMBER SLEEPER RETAINING WALL TBC                                             B2B




                                                                                                                                                                                                           200
                                                                                                                    90° 00' 15"                                                                                                                                                                                                                                                             PATH TO BE
                                                                                                                                                                                                                                                                                                                                                                                              REMOVED




                                                                                                                                                                            762
                                                                                                                                                                  1362
                                                                                                                      41438




                                                                                                                                                                                                                                                                                                                                                                             WERIN STREET
                                                                                                                                                                                                                                                  DRAIN TO FRONT OF GARAGE




                                                                                                                                                                                                                                                                                                                        AT BOUNDARY
                                                                                                                                                                                                                                                                                                                4000
                                                                                                            12310


                                                                                                            INDICATES                             25.00°                           PROPOSED
                                                                                                            APPROXIMATE FILL
                                                                                                            BATTER                                                                 RESIDENCE
                                                                          0° 00' 50"




                                                                                                                                                                                  PAD HEIGHT 17.375                                                                                       6000
                                                                                       12211




                                                                                                                                                                                       FFL 17.700




                                                                                                                                                                                                                                                                                                 180° 00' 00"
                                                                                                                                                                                                                                                                                                                12211
                                                                                                                                                                                                    3069
                                                                                                                                                                                    3560




                                                                                                                                                                                                                                           2471
                                                                                                                    270° 00' 15"
                                                                                                                       41441




                                                                                                                                                                                              CUT
                                                                                                                                                                                       FILL
                                                                                                                                                           BROOM FINISHED                                                                           INDICATES
                                                                                                                                                           CONCRETE 11m2                                                                      APPROXIMATE CUT
                                                                                                                                                                                                                                                       BATTER
                                                                                                                                                                                                                                                                              LANDSCAPE
                                                                                                                                                                                                                                                                                  STEPS




                                                                                                                                                                                               17.375




                                                                                                                                                                                                                                                                                                                                                                                                                               N

                                                                                                                                                                     CRANK                 STREET
                                                                                               SITE PLAN                                                                                                                                                                                                                                                                          I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                                                                                 ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                               1 : 200                                                                                                                                                                                                                                                                          ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                                                                                  A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                                                                       VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                       PREPARED.
                                                                                                                                                                                                                                                                                                                                                                              OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                                                              OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                                                              BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                                  CLIENT:                                                                                                                                                             PAGES:   SHEET SIZE:   REV                            DESCRIPTION                                            DATE
                                                 HOMES                                 CUSTOM                                                                                                                                                                                                                                         03 OF 09    A3
                                                                                                                                                                                                                                                                                                                                                             A                         CONCEPT PLAN                                              05.06.24
                                                                                                                                                                  RICHARD GODWIN                                                                                                                                                      JOB NUMBER: AU116-47   B                         CONCEPT PLAN                                              11.06.24
             GJ NOOSA PTY LTD                                                                                                                                     DRAWING TITLE:                                            PROJECT: PROPOSED RESIDENCE                                                                               DRAWN BY:
                                                                                                                                                                                                                                                                                                                                                             C                         CONCEPT PLAN                                              13.06.24

                   QLD                                                 © COPYRIGHT EXCLUSIVE                                           QLD                                                                                                                                                                                            JB

                QBCC 1303975                                           TO G.J GARDNER HOMES                                        QBCC 15309561                  SITE PLAN 1 : 200                                         60 CRANK STREET, TEWANTIN                                                                                 DATE:       13.06.24

Section 4

                                                            FLOOR AREAS                                                                    SITE COVERAGE
       PROPERTY DESCRIPTION
                                                            LIVING                                   124.03 m²                            SITE     TOTAL                               SITE
       LOT 8 on RP 81223                                    PORCH                                      2.36 m²                            AREA     FOOTPRINT                           COVER
       NOOSA COUNCIL                                        OUTDOOR LIVING                            11.01 m²                            505.42m²   174.27m²                           34.48%
       ZONE: LOW DENSITY RESIDENTIAL                        GARAGE                                    36.88 m²
       AREA: 505.42m2
                                                            Grand total                              174.27 m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TREE 0.452012




                                                  9
                                                                                                                                                                                                                                                                           Ridge
                                               RP81223                                                                                                                                                                                                                     RL22.64

                                                                                                                                                                                               7
                                                                                                                                                                                            RP81223




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                         RL18.82




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     18.98




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       19


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.
                                                                    RL18.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                         Ridge




                                                                    Gutter




                                                                                                                                        INDICATES                                                                                                                                                                                                                                                                     INDICATES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               19
                                                                                                                                        APPROXIMATE FILL                                                                                                                       Gutter                                                                                                                           APPROXIMATE CUT
                                                                                                                                        BATTER                                                                                                                                 RL21.12                                                                                                                                   BATTER

                                                                                                                                                                                                                                                                                                                                                                          Concrete Garden




                                                                                                                                                                                                                                                                                                                                                                  18 5
                                                                                                                                                                                                                                                                                                                                                                  18.0

                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                  18




                                                                                                                                                                                       55




                                                                                                                                                                                                                                                                                                  68
                                                                                                                                                                                                                                                                              200
                                                                                                                               1 0




                                                                                                                                                                                                                                                                                                                                                                    .0
                                                                                                                                                                                                                        07
                                                                                                                                   14
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Telstra



                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                          Edge




                                                                                                                                                               6.




                                                                                                                                                                                    6.




                                                                                                                                                                                                                                                                                               7.
                                                                                                                                 6.




                                                                                                                                                                                                                     7.
                                                                                                                                6.
                                                                              15.81
                                                                                                                                                                                                                                                                                                                                                                                                                                .53




                                                                                                                                                              1




                                                                                                                                                                                   1




                                                                                                                                                                                                                                                                                              1
                                                                                                                               1




                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                              18                 Pit
                                                                                                                                                                                                                                                90°00'15"




                                                                                                                                                                                                                                762
                                                             Sewer Manhole                                                          0                8           16.3




                                                                                                                                                                                                                  1362
                                                                                                                                  .2               .1




                                                                                                                                                                                                             17
                                                                                                                               16               16                   2                                                                                                                                                           SHRU
                                                             ?                                                                                                                                                                                                                                                                         B




                                                                                                                                                                                                                                                                                                                                                                                                    18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STREET
                                                                                                                                                                                                                                                                                                                                 0.505




                                                                                                                                                                                                                                                                                                                                                                                                      .4
                                                            (Unable toLL15.81                                                                                                                                                                                                                                                         03




                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                       DRAIN TO FRONT OF GARAGE
                                                            Open)                                                                 Tank




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WERIN
                                                                                                                                                    9
                                                                                                                                                  .1
                                                                                           86




                                                                                                 2                                             16
                                                                                             16.0                      16.20
                                                                                        5.




                                                                                                                                                16.17
                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        01
                                                                          0°00'50"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                          12.211




                                                                                                                                        12310
                                                                                                                                                                                                                                           PROPOSED




                                                                                                                                                                                                                                                                                                                                                                                                                           180°00'00"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18
                                                                                                                                                                                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                19
                                                                                                                                                                                                                                                                                                                                                                                                         18.5
                                                                                                                                                                                                                                           RESIDENCE




                                                                                                                                                                                                                                                                                                                                                                                                                 12.211




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                       Gutter 16
                                                                                       RL18.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Edge of
                                                                                                                                                                                                                                                                                                                                                                           18.
                                                                                                                                                                                                                                                                                                                                                                              30             .46
                                                                                                                                                                   41


                                                                                                                                                                                                                                                                                                                                                                                           18




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Kerb
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Back of
                                                                                                                                                                6.




                                                                                                                                                                                                                                       PAD HEIGHT 17.375                                                                                                                              6000




                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                    RL19.77




                                                                                                                                                               1
                                                                                                                                          RL18.91




                                                                                                                                                                                                                                                                                                                                                                  18.6
                                                                                                                                                                                                                                                                                                                                                                             Ridge
                                                                                                                                                         19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    09
                                                                                                                                          Gutter
                                                                                                                    Ridge




                                                                                                                                                      6.




                                                                                                                                                                                                                                                                                                                                                                             RL21.57




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.
                                                                                                                 RL16.22




                                                                                                                                                     1




                                                                                                                                                                                                                                            FFL 17.700




                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                  Floor
                                                                                                                  Shed
                                                                                                                 Level




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             23
                                                                                                                                                                                                                                                                                                                                                                                                    Garden




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                             Gutter




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                            18
                                                                                                                                                                                                                                                                                                                                                                             RL20.87




                                                                                                                                                                                                                                                                                                                                                              .61
                                                                                                                                                   19




                                                                                                                                                                                                                                                                                                                                                                           18.27
                                                                                                                                                6.
                                                                                                                                               1




                                                                              15.90         16
                                                                                              .08                                                                                                       77                                                                              Gutter
                                                                                                                                                                                                     6.
                                                                                                                                                                                                    1

                                                                                                                                                                                                                                                                                        RL21.86




                                                                                                                                                                                                                                                                                                                2470
                                                                                                                                                                                                                                                                                                                         18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                               .1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                                                                                                                                             19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                               .56
                                                                                                                                                    16.21                                                                                                                                                                                                                              18
                                                                                                                                                                                                                                                                              270°00'15"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        22
                                                                                                                                                                 16                                                                                                                                                                                                                      .4




                                                                                                                                                                                                                                                                                                                                                                                                                              65




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                             18
                                                                                                                                                                   .43                                                                                                                                                                                                                     6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9.
                                                                                                                                                                                                                                                                                                                                                                                                                           8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    24
                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                             16.0
                                                                                                                                                                                                                                                                                 41.441




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.
                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                           CUT
                                                                                                                                                                                                                                                   FILL
                                                                                                                                                             6
                                                                                  78




                                                                                                                                                         16.3                                                                                                          0
                                                                                                                                                                                                                                                                   17.4
                                                                               5.




                                                                                                                                                                                                                           17.18




                                                                                                                                                                                                                                                                                                                                           21
                                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                         17.7
                                                                              1




                                                                                                                                                                                                                                                                                                                                        8.
                                                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                    r
                                                                                                                                                                                                               we




                                                                                                                                                                                                                                                                                                                                                                                                                                                      08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .06
                                                                                                                                                                                                             Po                                                                                                                                                                                                                                              .11                                                19




                                                                                                                                                                                                                                                                                                                                                                                                                                                   9.
                                                                                                                                                                                            16.74                                                                                                                                                                                                                                                          19                                         9
                                                                                                                                                                                                                 le                                                                                                                                                                                                                                                                               19.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                 16.1                                                                                                                                                                                                                                                                                                                                 19.1
                                                                                                                                     5                                                                        po                                                                                                                                                                                                                                                          6
                                                                                                                                                    38
                                                                                                                                                 6.
                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                                                            18.90
                                                                                       64




                                                                                                              15.99




                                                                                                                                                                                                                                                                                         65




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  19
                                                                                    5.




                                                                                                                                                                                                                                                                                      7.
                                                                                   1




                                                                                                                                                                                                                                                                                                                                  16
                                                                                                                                                                                                                                          16




                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                           63




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  19.07




                                                                                                                                                                                                                                                                                                                               8.
                                                                                                                                                                                                                                       7.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18.95
                                                                                                                                                                                        6.




                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                                                                                                                                                                                     19.00
                                                                                                                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                                                               18
                                                                                                                                                                                                                                                                                                                                                                                       6                         .6
                                                                                                                                                                 CHEESE                                                                                                                                                                                                            18.4                            5
                                                                                                                                                                                                    16.750        17                           17.250       17.375          17.500            17.750                18.00              18.250
                                                                                                                                                                 0.80812
                                                                                             in




                                                                                                                                                                                                                                                                                                                                                                                                                                            80
                                                                                                                                                                                                                                                                                                                                                                                                                                              ad




                                                                                                                                                                                                                                                                                                                                                                                                                                         8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               18.94
                                                                                   D .53 ail




                                                                                                                                                                                                                                                                                                                                                                                                                                            Ro gn




                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                             57
                                                                                AH Lr1b5) (N




                                                                                                                                                                                                                                                                                                                                                                                                                                             si




                                                                                                                                                                                                                                                                                                                                                                                               40




                                                                                                                                                                                                                                                                                                                                                                                                          8.
                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              18.82




                                                                                                                                                                                                                                                                                                                                                                                            8.
                                                                                                                                                                                                                                                                                                                                                                                           1




                                                                                                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                 KRe M




                                                                                                                                                                                                                                                                                                                                                                                                                                                   .7
                                                                                                                                         Back of
                                                                                   TB




                                                                                                                                                                                                                                                                                                                                                                                                                                                 18
                                                                                                                                                                                                                                    03




                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                                                                         60
                                                                                                                                                                                                                       17
                                                                                                                                                                                                                                                                 1 .3


                                                                                                                                                                                                                                                                                                                                                                            18.3




                                                                                                                                                                                                                                                                                                                    86
                                                                                                                                                                                  41
                                                                                                                  74




                                                                                                                                                                                                                                 7.




                                                                                                                                                                                                                                                                     36


                                                                                                                                         Kerb                                                                            .02
                                                                                                                                                                                                                                                                      7




                                                                                                                                                                                                                                                                                                                                                                                8




                                                                                                                                                                                                                                                                                                                                                                                                                      8.
                                                                                                                                                                                                                                                                                                                 7.
                                                                                                                                                                               6.




                                                                                                                                                                                                                                1




                                                   15.15
                                                                                                               5.




                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                  7.




                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                              1
                                                                                                              1




                                                                                                                                          16                                                                                                                                                                                                                                                                                                         18.6


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                                                                         6
                                                                                                                                  Edge of                                                                                                                                                                                                                                                                             18
                                                                                                                                  Bitumen                                                                                                                                                                                                                                                                               .4
                                                                                                                                                                             30
                                                                                                         64




                                                                                                                                                                                                                                                              25




                                                                                                                                                                                                                                                                                                           75
                                                                                                                                                                                                                                                                                                                                                                                                                          7




                                                                                                                                                                                                                                                                                                                                                                              23
                                                                                                                                                                                                                           93
                                                       04




                                                                                                                                                                          6.




                                                                                                                                                                                                                                         CRANK
                                                                                                      5.




                                                                                                                                                                                                                                                           7.




                                                                                                                                                                                                                                                                                                        7.




                                                                                                                                                                                                                                                                                                                                                                           8.
                                                                                                                                                                                                                        6.
                                                    5.




                                                                                                                                                                         1
                                                                                                     1




                                                                                                                                                                                                                                                          1




                                                                                                                                                                                                                                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                       1
                                                   1




                                                                                                                                                                                                                                                                                                                                                                                                  n
                                                                                                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                                                                                                              l i
                                                                                                                                                                                                                                                                                                                                                                                        AH 18.5
                                                                                                                                                                                                                                                                                                                                                                                      nc Nai
                                                                                                                                                                                                                                         STREET




                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                                                           L
                                                                                                                                                                                                                                                                                                                                                                                    Co M (
                                                                                                                                                                                                                                                                                                                                                                                         )R
                                                                                                                                                                                                                                                                                                                                                                                     TB
                                                                                                    SITE PLAN SURVEY OVERLAY                                                                                                                                                                                                                                                                                                                                                                                                   I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                     1 : 

Section 5

200                                                                                                                                                                                                                                                                                                                                                                                                                    A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PREPARED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                                                                                                                                                                                                             BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                                                                             CLIENT:                                                                                                                                                                                                                                PAGES:   SHEET SIZE:                           REV                               DESCRIPTION                                                  DATE
                                                   HOMES                               CUSTOM                                                                                                                                                                                                                                                                                                                                                       04 OF 09    A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A                           CONCEPT PLAN                                                 05.06.24
                                                                                                                                                                                                             RICHARD GODWIN                                                                                                                                                                                                                         JOB NUMBER: AU116-47                               B                           CONCEPT PLAN                                                 11.06.24
             GJ NOOSA PTY LTD                                                                                                                                                                                DRAWING TITLE:                                                                                     PROJECT: PROPOSED RESIDENCE                                                                                                         DRAWN BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C                           CONCEPT PLAN                                                 13.06.24

                   QLD                                                        © COPYRIGHT EXCLUSIVE                                                                          QLD                                                                                                                                                                                                                                                                    Author

                QBCC 1303975                                                  TO G.J GARDNER HOMES                                                                       QBCC 15309561                       SITE PLAN SURVEY OVERLAY 1 : 200                                                                   60 CRANK STREET, TEWANTIN                                                                                                           DATE:                   13.06.24

Section 6

   FLOOR AREAS
   LIVING                          124.03 m²
   PORCH                             2.36 m²
   OUTDOOR LIVING                   11.01 m²
   GARAGE                           36.88 m²                N
   Grand total                     174.27 m²




                                                                                                                                                                                                                                                                       21930

                                                                                                                                                                                                              14430                                                                                                                                                     6420                                                                 3800
                                                                                                                                                                                                                                                                       Change Linen to be half the current size
                                                                                                                                                                                                              14430                                                    (with 1 door), this will open190
                                                                                                                                                                                                                                                                                                     up 1200 min                                                        6000                               230
                                                                                                                                                                                                                                                      530              for washer & dryer to sit side by side)
                                                                                                       230              3380                            90       1280         90              2400                        70          1580          70 70                 3020                             70         1670              70                              6000                               230 1080

                                                                                                                                                                                                                                                                                                                                                                                                           230 600
                                                                                                             CONCRETE PAD 2.6m2                                                                  CONCRETE PAD 1.5m2                                      NON-COMBUSTIBLE DOWNPIPE                                                                                                                                                             NON-COMBUSTIBLE DOWNPIPE
                                                                                                                                                                                                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             190
                                                                                                                                                                                                                                         A/C UNIT    A/C UNIT                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                230 1160
                                                                                                         TAP                                                      HWS
                                                                                                               DP                    A/C UNIT                                      A/C UNIT         0912SW                          0612SW                               1518SW                                 21 1450 SGD
                                                                                                                                                                                                        OBSCURE                       OBSCURE
                                      230

                                               230

                                                      230

                                                                 230

                                                                              230




                                                                                                                                          AC POSITION
                                                                                                                                                                                                                                     400h x 600w
                                                                                                                                                                0412SW                                                                 NICHE




                                                                                                                                                                                                                                                                                                                LAUNDRY
                                                                                                                                                                                                                                                     ROBE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                1720
                                                                 1800




                                                                                                                                                                                                                                                      2/720
                                                                                                                                                                                   TRH
                                                      2110




                                                                                                                                                                                                                  1200




                                                                                                                                                                                                                                                                                             AC POSITION
                                                                                                                                                                                               FW




                                                                                                                                                                                                                                                                                                                      TILES
                                                                                                                                                                                                                                    FW
                                               2940




                                                                              2940




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5730
                                                                                                                                                 870 C/S




                                                                                                                                                                         870 C/S
                                                                                                                                                                                         ENSUITE                                                                         BED 2                                                                                 GARAGE




                                                                                                                                                                                                                                                                                                                                                                                                              2148PLD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5700
                                                                                                                                                                WIR                                                                 BATH TRH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                70 1150 70
                                                                                              1824SW




                                                                                                                                                                                            TILES                              TR                                       VINYL PLANK                                                                                CONCRETE
                                                                 90 1070 70




                                                                                                                      BED 1
                            4590

                                      4130




                                                                                                                                                              VINYL PLANK                                                           TILES




                                                                                                                                                                                                                                                                                                                              LINEN
                                                      90 830 0




                                                                                                                                                                                                                         830




                                                                                                                                                                                                                                                                                                                               2/520
                                                                                                                     VINYL PLANK




                                                                                                                                                                                                                                            870




                                                                                                                                                                                                                                                         870
                                                                                                                                                                                    TR
                                                                                                                                                                                          400h x 600w
                                                                                                                                                                                            NICHE
                                                                              600 70
                                               90




                                                                                                                                                                                                                                                                                                                  870




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                9540
                                                                                                                                                                                                 AC POSITION
                                                                                                                                                                                                                                                                REF
                     7780




                                                                                                                                                        870




                                                                                                                                                                                                                                                                                                                              PANTRY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                1830
                                                                                                                                                                                                                                                                                  900 UBC/CT




                                                                                                                                                                                                                                                                                                                                2/720
                                                                                                                                                                                                                                                                          860 INTERGRATED RH OVER                                                                                                                        TAP
                                                                              1100




                                                                                                                                                                                                                                                                         KITCHEN
                                      230




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      230
                                                                                                                                                                                                                                                                          VINYL PLANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             70

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         70 1020 70
                                                                                                                                                                                                                                                                  DW UNDER                                                                     870




                                                                                                                                                                                                                                                                                                                                                                                                                                                                70
                                                                                                                                                                                                                                                                                                                                                                                                           AC POSITION
                                                                                                                                   WITH CRIMSAFE DOOR
                                                                 4290




                                                                                                                                                                                                                                                                                                                                                                              870
                                                                                                                                                                                            LIVING                                                                                                                                                    ENTRY
                                                                              900




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1800
                                                                                                                                                                                          VINYL PLANK                                                                                                                                                VINYL PLANK
                                                                                                                                         2127SGD
                                      2840




                                                                                                                                                                                                                                                                                                                                                                                                 BED 3




                                                                                                                                                                                                                                                                                                                                                                                                                                   1821AW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2750
                            3190




                                                                                                                    ALFRESCO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                2410
                                                                                                                                                                                                                                                                                                                                                                                                VINYL PLANK
                                                                                                                      TILES                                                                                                                                                                                                                                    1200




                                                                                                                                                                                                                                                                                                                                                                                ROBE
                                                                              1710




                                                                                                                                                                                                                                                                                                                                                                                 2/720




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1660
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             950 230
                                                                                                                                                                                                                                                                                                                                         STUDY
                                                                                                                                                                                                                                                                                                                                                             PORCH                                0618SW
                                      350




                                                                 230

                                                                              230




                                                                                                                                                                                                                                                                                                                                                                                                                                                                230




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         600 230

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      600 230
                                                                                                                                                                                                                                                                                                                                                               TILES
                                                                                                                                                                                                                                          2124SGD                                                                                                                                                                       DP




                                                                                                                                                                                                                                                                                                                                                                                                                                                              600


                                                                                                                                                                                                                                                                                                                                                                                                                                                                             600
                                                                                                       DP                                                                           1824SW                                                                        DP                1824SW                                               0615SW
                                                                                                                                                                                                                                    WITH CRIMSAFE DOOR

                                                                                                                                                                                                                                                                                                                                   METERBOX

                                                                                                                                                                                                                                                                                           530
                                                                                                       230              3380                            90       1280         90          1890               70                1530         70 1090 70            Add 3020
                                                                                                                                                                                                                                                                      1x HC (any 70 1070 70 70
                                                                                                                                                                                                                                                                                 issues                                                                                 6000                               230 1080
                                                                                                                                                                                                                                                                  with MB above?)                                                                                           530
                                                                                                                      3450                          230                                                                                      10270                                                                            70             1900      230     1520      230 70                    3200                      230

                                                                                                       350              3100                                                                                                                         12310                                                                                            390                                5780

                                                                                                                                                                                                                                                                       21930




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PREPARED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                                                                                                                                                              BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                                                                                           CLIENT:                                                                                                                                                                            PAGES:   SHEET SIZE:                     REV                             DESCRIPTION                                                 DATE
                                                      HOMES                               CUSTOM                                                                                                                                                                                                                                                                                                              05 OF 09    A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                       A                               CONCEPT PLAN                                              05.06.24
                                                                                                                                                                                                                           RICHARD GODWIN                                                                                                                                                                     JOB NUMBER: AU116-47                     B                               CONCEPT PLAN                                              11.06.24
             GJ NOOSA PTY LTD                                                                                                                                                                                             DRAWING TITLE:                                                                                           PROJECT: PROPOSED RESIDENCE                                                DRAWN BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                       C                               CONCEPT PLAN                                              13.06.24

                   QLD                                                                 © COPYRIGHT EXCLUSIVE                                                      QLD                                                                                                                                                                                                                                         JB

                QBCC 1303975                                                           TO G.J GARDNER HOMES                                                   QBCC 15309561                                                FLOOR PLAN 1 : 100                                                                                      60 CRANK STREET, TEWANTIN                                                  DATE:                         13.06.24

Section 7

                                                                                                                                                                                                                                               SELECT METAL ROOF SHEET ON
                                                                                                                                31x31 PRE-PRIME PINE BATTENS
                                                                                                                                                                                                                                                ENGINEER DESIGNED TRUSSES
                                                                                                                                OVER HARDIFLEX BACKING.
                                                                                                                                                                                      750                                                             - CUSTOM ORB PROFILE
                                                                                                                                20mm SPACINGS
                                                                                                                                                                                                  0°
                                                                                                                                                                                              25.0




                                                                                                                                                              BOUNDARY




                                                                                                                                                                                                                                    BOUNDARY
                                                                                                                                                                                      600




                                                                                                                                                                                                                                                                                                                  OVERALL BUILD HEIGHT
                                                                                                                                                                             2470

                                                                                        20.250 RL




                                                                                                                                                                                                                                                                                                          4571
                                                                                                      WINDOW/ DOOR HEIGHT
                                                                          RAISED ROOF




                                                                                                                                SELECT BRICK VENEER TO




                                                                                                                                                                                                                                                                                                     CEILING
                                                                   2750




                                                                                                                                                                                                                                                SELECT RENDERED FINISH TO




                                                                                                                                                                                                                                                                                              2550
                                                                                                                                EXTERIOR WALLS
                                                                                               2100


                                                                                                                                                                                                                                                   BRICK VENEER CLADDING
                                                                                                                                                                         APPROX NGL


                                                                                        17.700 RL




                                                                                        A - EAST ELEVATION
                                                                                        1 : 100




                                                                                                                                                                                                                                                                                                                      SELECT METAL ROOF SHEET ON
                                                                                                                                                                                                                                                                                                                       ENGINEER DESIGNED TRUSSES
                                                                                                                                                                                                                                                                                                                             - CUSTOM ORB PROFILE
                                                                                                                                                                                                                                                                                              750

                                                                                                                                                         0°                                                                                                25.0                                                      31x31 PRE-PRIME PINE BATTENS
                                                           SELECT RENDERED FINISH TO                                                                 25.0                                                                                                      0°                                                        OVER HARDIFLEX BACKING.
                                                           BRICK VENEER CLADDING                                                                                                                                                                                                               600                                 20mm SPACINGS




                                                                                                                                                                                                                                                                                                                                                                                             BOUNDARY
                                                                                                                                600
                                                                                                                                                                                                                                                                                                                                                    6000

                     20.250 RL
                                    WINDOW / DOOR HEIGHT
           CEILING




                                                                                                                                                                                                                                                                                                                                         SELECT RENDERED FINISH TO
    2550




                                                           350x350 CORE FILLED
                                                                                                                                                                                                                                                                                                                                            BRICK VENEER CLADDING
                             2100




                                                           RENDERED BRICK COLUMN


                     17.700 RL


                                                                                                                            APPROX NGL




                                                                                        B - SOUTH ELEVATION                                                                                                                                                                                                                                                  I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY

                                                                                        1 : 100                                                                                                                                                                                                                                                              ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                            ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                                                              A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                                                 VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                                                 PREPARED.
                                                                                                                                                                                                                                                                                                                                                           OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                                           OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                                           BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                                                             CLIENT:                                                                                     PAGES:   SHEET SIZE:                               REV                    DESCRIPTION                                                  DATE
                                                                          HOMES                                                 CUSTOM                                                                                                                                                   06 OF 09    A3
                                                                                                                                                                                                                                                                                                                                             A                   CONCEPT PLAN                                                 05.06.24
                                                                                                                                                                                             RICHARD GODWIN                                                                              JOB NUMBER: AU116-47                                B                   CONCEPT PLAN                                                 11.06.24
                     GJ NOOSA PTY LTD                                                                                                                                                        DRAWING TITLE:                 PROJECT: PROPOSED RESIDENCE                                  DRAWN BY:
                                                                                                                                                                                                                                                                                                                                             C                   CONCEPT PLAN                                                 13.06.24

                           QLD                                                                                              © COPYRIGHT EXCLUSIVE                                QLD                                                                                                     JB

                        QBCC 1303975                                                                                        TO G.J GARDNER HOMES                             QBCC 15309561   ELEVATIONS 1 : 100             60 CRANK STREET, TEWANTIN                                    DATE:                 13.06.24

Section 8

                                                                                                              SELECT METAL ROOF SHEET ON
                                                                                                              ENGINEER DESIGNED TRUSSES
                                                                                                              - CUSTOM ORB PROFILE
                                                                                                                                                                                                     25.0
                                                                                                                                                           200    600                                    0°                   600         2470




                                                                                                                                                    BOUNDARY




                                                                                                                                                                                                                                                            BOUNDARY
                                                       20.250 RL
                                                                      WINDOW / DOOR HEIGHT
                                                                                                              GROUT-FILLED 200 SERIES
                                                                                                              BLOCKWORK. SELECT RENDER
                                            CEILING




                                                                                                                                                                                                                                     METERBOX
                                     2550




                                                                                                              FINISH
                                                               2100




                                                                                                                                                                 HWS

                                                                                                                                                                                                                                                                             SELECT BRICK VENEER TO
                                                                                                                                                                 A/C UNIT                                                                                                           EXTERIOR WALLS
                                                       17.700 RL
                                                                                                              SELECT RENDERED FINISH TO
                                                                                                              BRICK VENEER CLADDING
                                                                                                                                                                  APPROX NGL
                                                                                                                                                                                                                                                                                 350x350 CORE FILLED
                                                                                         C - WEST ELEVATION                                                                                                                                                                  RENDERED BRICK COLUMN


                                                                                             1 : 100




                                                      SELECT METAL ROOF SHEET ON
                                                      ENGINEER DESIGNED TRUSSES
                                                      - CUSTOM ORB PROFILE
                          BOUNDARY




                                                                                                                                               0°
                                                                                                                                           25.0
                                                                                                                                                                                                                                                                                           25.0
                                                                                                                                                                                                                                                                                               0°
                                                                                                               600                                                                                                                                                                                                600



                 20.250 RL

                                                      GROUT-FILLED 200 SERIES




                                                                                                                                                                                                                                                                                                                                          CEILING
                                                      BLOCKWORK. SELECT RENDER




                                                                                                                                                                                                                                                                                                                                   2550
                                                      FINISH
                                                                                                                     TAP                                                                                                                                                                                    TAP
                                                                                                                                                                                                                                                                       HWS
                                                                                                                                                                                                        A/C UNIT   A/C UNIT                      A/C UNIT                     A/C UNIT
                 17.700 RL




                                                                                         D - NORTH ELEVATION
                                                                                             1 : 100
                                                                                                                                                                                                                                                                                                                                            I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                                            ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                           ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                                             A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                                                    VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                                                    PREPARED.
                                                                                                                                                                                                                                                                                                                                          OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                                          OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                                          BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                                               CLIENT:                                                                                                              PAGES:   SHEET SIZE:     REV                    DESCRIPTION                                                DATE
                                                             HOMES                                        CUSTOM                                                                                                                                                                                    07 OF 09    A3
                                                                                                                                                                                                                                                                                                                             A                      CONCEPT PLAN                                             05.06.24
                                                                                                                                                                               RICHARD GODWIN                                                                                                       JOB NUMBER: AU116-47     B                      CONCEPT PLAN                                             11.06.24
             GJ NOOSA PTY LTD                                                                                                                                                  DRAWING TITLE:                                 PROJECT: PROPOSED RESIDENCE                                           DRAWN BY:
                                                                                                                                                                                                                                                                                                                             C                      CONCEPT PLAN                                             13.06.24

                   QLD                                                                                 © COPYRIGHT EXCLUSIVE                   QLD                                                                                                                                                  JB

                QBCC 1303975                                                                           TO G.J GARDNER HOMES                QBCC 15309561                       ELEVATIONS 1 : 100                             60 CRANK STREET, TEWANTIN                                             DATE:         13.06.24

Section 9

                                                                                                                                                                                                                                                                                                                        I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                        ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                       ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                         A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                            VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                            PREPARED.
                                                                                                                                                                                                                                                                                                                      OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                      OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                      BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                            CLIENT:                                                                                                                      PAGES:   SHEET SIZE:   REV           DESCRIPTION                                                  DATE
                                                 HOMES                       CUSTOM                                                                                                                                                                                                      08 OF 09    A3
                                                                                                                                                                                                                                                                                                                A           CONCEPT PLAN                                                 05.06.24
                                                                                                                                                            RICHARD GODWIN                                                                                                               JOB NUMBER: AU116-47   B           CONCEPT PLAN                                                 11.06.24
             GJ NOOSA PTY LTD                                                                                                                               DRAWING TITLE:                                                  PROJECT: PROPOSED RESIDENCE                                  DRAWN BY:
                                                                                                                                                                                                                                                                                                                C           CONCEPT PLAN                                                 13.06.24

                   QLD                                                 © COPYRIGHT EXCLUSIVE                                   QLD                                                                                                                                                       JB

                QBCC 1303975                                           TO G.J GARDNER HOMES                                QBCC 15309561                    PERSPECTIVES                                                    60 CRANK STREET, TEWANTIN                                    DATE:       13.06.24

Section 10

                                                                                                                                                                                                                                                                                                                        I/WE HAVE CHECKED THE PLANS AND AGREE THAT THEY
                                                                                                                                                                                                                                                                                                                        ACCURATELY DEPICT THE HOUSE FOR CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                       ANY VARIATIONS REQUESTED AFTER SIGNING WILL INCUR
                                                                                                                                                                                                                                                                                                                         A PROCESSING FEE IN ADDITION TO THE COST OF THE
                                                                                                                                                                                                                                                                                                                            VARIATION ITEM/S AND ANY FURTHER PLANS TO BE
                                                                                                                                                                                                                                                                                                                                            PREPARED.
                                                                                                                                                                                                                                                                                                                      OWNER SIGNED: ............................................ DATE: ...................
                                                                                                                                                                                                                                                                                                                      OWNER SIGNED: ............................................ DATE: ...................

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.                      BUILDER SIGNED: ..........................................   DATE: ..................




 G.J Gardner.
                                                                                                                                                            CLIENT:                                                                                                                      PAGES:   SHEET SIZE:   REV           DESCRIPTION                                                  DATE
                                                 HOMES                       CUSTOM                                                                                                                                                                                                      09 OF 09    A3
                                                                                                                                                                                                                                                                                                                A           CONCEPT PLAN                                                 05.06.24
                                                                                                                                                            RICHARD GODWIN                                                                                                               JOB NUMBER: AU116-47   B           CONCEPT PLAN                                                 11.06.24
             GJ NOOSA PTY LTD                                                                                                                               DRAWING TITLE:                                                  PROJECT: PROPOSED RESIDENCE                                  DRAWN BY:
                                                                                                                                                                                                                                                                                                                C           CONCEPT PLAN                                                 13.06.24

                   QLD                                                 © COPYRIGHT EXCLUSIVE                                   QLD                                                                                                                                                       JB

                QBCC 1303975                                           TO G.J GARDNER HOMES                                QBCC 15309561                    PERSPECTIVES                                                    60 CRANK STREET, TEWANTIN                                    DATE:       13.06.24

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