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Approved Plans MCU25/0053 & OPW25/0074

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Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GENERAL NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VERIFY ALL DIMENSIONS AND LEVELS BEFORE COMMENCING WORK. DO NOT SCALE FROM DRAWING.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COPYRIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         THE COPYRIGHT OF THESE DOCUMENTS AND ALL WORKS EXECUTED FROM THESE DOCUMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ON CREATION VEST IN THE ARCHITECT.
                 NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                                                                                                           THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOCATION DESCRIBE HEREON

                 APPROVED PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MCU RFI RESPONSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSULTANT ISSUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              22.09.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              02.05.25
              MCU25/0053 & OPW25/0074                                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSULTANT ISSUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UPDATED BASEMENT, STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              30.04.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11.03.25
                21 NOVEMBER 2025                                                                                          7                                    6                                                 5                                                                           4                                    3                                                                      2                   1                                                            3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GENERAL UPDATES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSULTANT COORDINATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              30.01.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.01.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1               STRUCTURAL ENG INFORMATION                                          08.01.25

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REV DESCRIPTION                                                                     DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REVISION SCHEDULE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                             SITE BOUNDARY
                                                                                SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                         VARIES                                           CODE                        DESCRIPTION
                                                                                                    7000                                      4690                                       6000                                                  11435                                                              7160                                             8500                                                                   10672
                                                                                                                                                                                                                                                                                                                                                                                                                                           BL                                             AFG-01                      ALUMINIUM FRAMED GLAZING - TYPE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AFG-SD1                     ALUMINIUM FRAMED GLAZED SLIDING DOOR - 4-PANEL XXXO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AFG-SD2                     ALUMINIUM FRAMED GLAZED SLIDING DOOR - 3-PANEL XXO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BAL-01                      BALUSTRADE TYPE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BAL-02                      BALUSTRADE TYPE 2
                                                                                                                                                                                                                                                                       8M HEIGHT                                                                                                                                                                                                          BLK-200                     190mm CORE-FILLED BLOCKWORK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COL-A                       CONCRE COLUMN - PAINT FINISH
                                                                                                                                                                   RND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FLT02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RND                         RENDER - PAINT FINISH
                                ROOF                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCN-01                      SCREEN - TYPE 1
                                RL 9.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SST                         STACKED STONE VENEER

                                                                                                                                                                                                                                                                                                                                                                                                                     RND

                                                                                                                                                                                                                                                                                                                                                                                                                                          SCN-01
                                                      3450




                                                                                                                                                                                        L01 W253                                                                                    SCN-01                                                                                         SCN-01                    BLK-200
                                                                                                                                                                                        AFG-SD2
                                                                                                                                                                           BAL-01
                                01_FIRST FLOOR                                                                      SST                                                     SST                                                                                                                                                                                                                                        SST
                                RL 6.350
                                                                                                                                                                               G W16
                                                                                                                                                                               AFG-01
                                                                                                                                 COL-A                                                                                                          G W19
                                                      3650




                                                                                                                                                                                                                                                                                                         G W21                        G W22                                       G W23
                                                                                                                                                                                                                                               AFG-SD1
                                                                                                                                                                                  SST

                                                                                                                              BAL-02                                                                                                           BAL-02                                                                                                                                                                                    SST
                                00_GROUND FLOOR
                                RL 2.700                                                                                                                                                                                                                                                                                                                                                                                                                                          DFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RL 2.400

                                                                                                                                                                                                                                                                       NATURAL GROUND LINE




                                -01_BASEMENT
                                RL -0.700




                                           EAST ELEVATION
                                1          1 : 100

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.         REFER TO ARCHITECTURAL & INTERIOR FINISHES SCHEDULES FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SYSTEMS, LININGS & FINISHES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.         ALL WET AREAS TO HAVE WET AREA PLASTERBOARD OR EQUAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.         FALLS TO SCREED TO BE PROVIDED TO WET AREAS TO COMPLY WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AS1428.1 GRADES FOR BATHROOM AND SHOWER FLOORS.

                                                                                                                          1                          2                                                                     3                                           4                                                                   5                                                6                                7                                                           4.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    UPPERMOST FFL NOTED ONLY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ALL WALLS AND PARTITIONS TO ALLOW FOR STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DEFLECTION AND STRUCTURAL MOVEMENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5.         REFER TO NCC REPORT & ACOUSTIC REPORT FOR ACOUSTIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REQUIREMENTS. ACOUSTIC LINING TO ALL TIMBER FLOORS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.         REFER TO NCC REPORT & ESD REPORT FOR THERMAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.         FIRE HYDRANT AND FIRE HOSE REEL INSTALLATIONS TO COMPLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WITH AS2419 AND AS2441.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.         VERIFY ALL DIMENSIONS/SETOUTS ON SITE PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION.
                                                                                                 VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.         REFER TO CONSULTANT DRAWINGS FOR SERVICES LOCATIONS AND
                                                                                                  7782                                 3380                                              8500                                           7160                                                             11435                                                     6000                                       4690                                   7000




                                                                                                                                                                                                                                                                                                                                                                                                                                                             SITE BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SIZES. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
                                                                                                SETBACK                                                                                                                                                                                                                                                                                                                                            SETBACK
                                                                SITE BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10.        REFER TO ELEVATIONS FOR FURTHER FINISHES AND PANEL SETOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INFORMATION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11.        ALL STRUCTURAL STEEL TO BE HOT DIPPED GALVANISED, REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STRUCTURAL ENGINEERS DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12.        OVERFLOW LOCATIONS TO BE COORDINATED WITH HYDRAULIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ENGINEER, OVERFLOW REQUIRED BY THE HYDRAULIC ENGINEER TO
                                                                                                                                                                                                                                                  8M HEIGHT                                                                                                                                                                                                                                         BE COORDINATED WITH THE ARCHITECT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         13.        REFER TO ELEVATIONS FOR FACADE SCREEN SET-OUT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         14.        ALL EXPOSED CONCRETE WALLS/COLUMNS TO BE CLASS 2 FINISH.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ANY BACK OF HOUSE CONCRETE WALLS/COLUMNS TO BE CLASS 3
                                       ROOF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FINISH.
                                       RL 9.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         15.        DISCONTINUOUS CONSTRUCTION AS REQUIRED TO COMPLY WITH NCC
                                                                                                                                                                                                                                                                                                                                                1 W11     AFG-01                                                                                                                                    REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         16.        ROOF VENTILATION REQUIRMENTS BY OTHERS. CONTRACTOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    VERIFY PRIOR TO CONSTRUCTION.
                                                         3450




                                                                                                                                                                         RND                                                                                                       RND                           RND     1 W10
                                                                                                                                                                                                                                        RND                                                      1 W09
                                                                                                                                                                                                                                                                                                                                                           RND
                                                                                                                                                                                                                               1 W06                          1 W07
                                                                                                           SCN-01                                                                                                                                                                                                                                                                                                            BAL-01

                                       01_FIRST FLOOR                                                SST
                                       RL 6.350
                                                                                                   FLT02                                                                                                                                                                                                                                                AFG-01                                                                   COL-A
                                                                                                                                                                                                                                                                                                                                                                          G W13                 AFG-01
                                                                                                                                                                                                                                                                                                                                               AFG-01
                                                                                                                                                                                                                               AFG-01                         AFG-01                         AFG-01
                                                         3650




                                                                                                                                                                   G W02                                 G W03                 G W05                          G W06                              G W08                   G W09                          G W12
                                                                                                                                                                                                                                                                                                                                  G W10                                                                                                                                                  bureau^proberts PTY LTD
                                                                                                                                                          G                                                           G                                                                                                                          G
                                                                                                                                                                                                                                                                                                                                                                            RND                   G                                                                                      ABN 53 073 087 993 ACN 073 087 993
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEVEL 14, 100 CREEK STREET, BRISBANE QLD 4000, GPO Box 3204 QLD 4001
                                                                                                                                                         D04                                                         D07                                                                                                                        D12                                              D23                                                                                     P: 07 3221 0672 F: 07 3221 0683 EMAIL : [email protected] www.bureauproberts.com.au
                                                                                                                                                                                                                                                                                                                         AFG-01   AFG-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CLIENT:
                                                                                                              SST                                                              AFG-01           AFG-01
                                       00_GROUND FLOOR
                                       RL 2.700                                                                                                                                                                                                                                                                                                                                                                                                                                  DFL     SEYMOUR GROUP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL 2.400    PROJECT:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA RESIDENCE
                                                                                                                                                                                                                                                  NATURAL GROUND LINE                                                                                                                                                                                                                    ADDRESS:
                                                         3400




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7 NOOSA PARADE

                                       -01_BASEMENT
                                       RL -0.700                                                                                                                                                                                                                                                                                                                                                                                                                                         DRAWN BY:                                                                                  NORTH:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CHECK BY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ARCHITECT                                JC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ARCHITECT                                AB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5             1 : 100 [A1]
                                           WEST ELEVATION
                                2                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWING TITLE:

                                           1 : 100                                                                                                                                                                                                                                                                                                                                                                                                                                       EAST & WEST ELEVATION

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CAD FILE REF:                                                                                   DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C:\_Revit Local\24048_7 Noosa Parade_B.A_larissaf4R2ZR.rvt
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                22.09.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT NO:                             PHASE:               DRAWING NUMBER:             REVISION:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24048                                        B.A.            AR 30.02                             7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             22/09/2025 3:37:13 PM


Document Set ID: 24149760
Version: 1, Version Date: 26/09/2025

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