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Appendix E - Architectural Plans · MCU25/0053

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                                                                                                                                                                                                                                                                                                                                                                                                                                                        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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOCATION DESCRIBE HEREON



                                                                                                                                                                                                                                                                                                                                                                                                                                                         6               CONSULTANT ISSUE                                                    02.05.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                         5               CONSULTANT ISSUE                                                    30.04.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4               UPDATED BASEMENT, STRUCTURE                                         11.03.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3               GENERAL UPDATES                                                     30.01.25
                                                                                             7                               6                                                  5                                                                           4                                    3                                                                      2                   1                                                            2               CONSULTANT COORDINATION                                             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                        CONCRETE COLUMN - PAINT FINISH
                                                                                                                                 RND
                                                                                                                                                                                                                                                                                                                                                                                                                                                         FLT02
                                                                                                                                                                                                                                                                                                                                                                                                                                                         RND                          RENDER - PAINT FINISH
ROOF                                                                                                                                                                                                                                                                                                                                                                                                                                                     SCN-01                       ALUMINIUM SCREEN - POWDERCOAT FINISH
RL 9.800
                                                                                                                                                                                                                                                                                                                                                                                                                                                         SST                          STACKED STONE VENEER

                                                                                                                                                                                                                                                                                                                                                                                    RND
                     3450




                                                                                                                                                                                                                                                                                                                                                                                                         SCN-01
                                                                                                                                                       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




                                                                                                                                                                                                              AFG-SD1                                                   G W21                        G W22                                       G W23
                                                                                                                                                 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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UPPERMOST FFL NOTED ONLY.
                                                                                             1                     2                                                                      3                                           4                                                                   5                                                6                                7                                                           4.         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
                                                                   SETBACK                                                                                                                                                                                                                                                                                                                                        SETBACK                                          SIZES. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
                                   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                                                                                                                                                                                                                                                                                                                                                                                   COL-A
                                                                      FLT02                                                                                                                                                                                                                                            AFG-01
                                                                                                                                                                                                                                                                                                              AFG-01                     G W13                 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
                                                                                                                                                                                                                                                                                                                                           RND                                                                                                          ABN 53 073 087 993 ACN 073 087 993
                                                                                                                        G                                                            G                                                                                                                          G                                                G                                                                                      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:
     00_GROUND FLOOR                                                             SST                                                         AFG-01            AFG-01
     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                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWING TITLE:
2          1 : 100                                                                                                                                                                                                                                                                                                                                                                                                                                      EAST & WEST ELEVATION

                                                                                                                                                                                                                                                                                                                                                                                                                                                        CAD FILE REF:                                                                                  DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                        C: \_Revit Local\24048_7 Noosa Parade_B.A_JasonC9U8GC. rvt
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               02.05.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT NO:                             PHASE:               DRAWING NUMBER:            REVISION:


                                                                                                                                                                                                                                                                                                                                                                                                                                                        24048                                        B.A.            AR 30.02                            6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2/05/2025 4:56:58 PM

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