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Appendix F Proposed Architectural Plans · MCU25/0053.01

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Appendix F – Proposed Architectural
Plans




Other Change Application - 7 Noosa Parade   48


[OCR of page images]
Appendix F — Proposed Architectural
Plans

Other Change Application - 7 Noosa Parade

48
Full text of sections 2 to 4 (of 16)

Section 2

                                                                                                         Builders / Contractors shall verify all dimensions before any work
                                                                                                         commences. Dimensions shown are nominal. Figured dimensions

PROPOSED RESIDENCE                                                                                       shall take precedence over scaled dimensions. Any discrepancies
                                                                                                         are to be made known to the Architects / Designers studio prior to
                                                                                                         any works commencing on site. All shop drawings shall be
                                                                                                         submitted for review and manufacture shall not commence prior to
                                                                                                         the return of stamped shop drawings.

                                                                                                         © Carr Architecture ABN 47 099 953 205

7 NOOSA PARADE                                                                                           © Carr Interiors

                                                                                                         GENERAL NOTES
                                                                                                                             ABN 56 126 212 575




                                                                                                        DRAWING LIST
                                                                                                        TP-1000
                                                                                                        TP-1000 COVER SHEET AND LOCALITY PLAN A
                                                                                                        TP-1001 SITE PLAN - EXISTING, GRID    A
                                                                                                                SETOUT & PROPOSED
                                                                                                        TP-1002 AREA PLANS                    A
                                                                                                        TP-1003 GA BASEMENT PLAN              A
                                                                                                        TP-1004 GA GROUND FLOOR PLAN          A
                                                                                                        TP-1005 GA FIRST FLOOR PLAN           A
                                                                                                        TP-1006 GA ROOF PLAN                  A
                                                                                                        TP-1007 NORTH & SOUTH ELEVATIONS      A
                                                                                                        TP-1008 EAST & WEST ELEVATIONS        A
                                                                                                        TP-1009 SECTION 1 & 2                 A
                                                                                                        TP-1010 SECTION 3 & 4                 A
                                                                                                        TP-1011 SECTION 5 & 6                 A




NOOSA PARADE ELEVATION                                                          NOOSA INLET ELEVATION




                                                                                                          A 28.05.2026 DC        PROPOSED CHANGE APPLICATION
                                                                                                                                 DRAWINGS

                                                                                                         Rev Date        Chkd     Reason for Issue

                                                                                                         Based on Drawings Received:




                                                    D   E
                                             A   RA               NOOSA INLET
                                         P
                                  O   SA                                                                         NORTH

                               NO


                                                                                                                           Level 4
                                                                                                                           31 Flinders Lane
                                                                                                                           Melbourne VIC
                                                                                                                           3000 Australia




                                                                                                                           +61 3 9665 2300


                                                                                                                           [email protected]
                                                                                                                           carr.net.au
                                                    WI
                                                        TT
                                                            AC
                                                             IR




                                                                                                         Project      NOOSA RESIDENCE

                                                                                                                      7 NOOSA PARADE NOOSA HEADS QLD 4567

                                                                                                         Title        COVER SHEET AND LOCALITY PLAN



                                                                                                         Date         28/05/26                 Project No   25089
1   LOCALITY PLAN - PROPOSED
-   SCALE 1 : 1000                                                                                       Scale @ A1 1 : 1000                   Dwg No       TP-1000
                                                                                                         Drawn By     DC         Chkd CM       Rev          A

Section 3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Builders / Contractors shall verify all dimensions before any work
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         commences. Dimensions shown are nominal. Figured dimensions
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         shall take precedence over scaled dimensions. Any discrepancies




                                                                         2.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         are to be made known to the Architects / Designers studio prior to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         any works commencing on site. All shop drawings shall be
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         submitted for review and manufacture shall not commence prior to
                                                                                                                                                                                                                                                                                                                                                                                                                 PARK                                                                                                                                                                                                                                                                                                                                                                                                                                                    the return of stamped shop drawings.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ce
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 en
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                                                                                                                  2.2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         © Carr Architecture ABN 47 099 953 205




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                                                                            LE
                                                                         TE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         © Carr Interiors    ABN 56 126 212 575




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.8
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                                                                                                                                                                                                                                                                                                                                                                                                        2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                          55.46 m                           142° 02' 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       142°02'10"




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.6                                                                                                                                                                                                                                                                                                                                                                                  GENERAL NOTES




                                                                                                                                                                                                                                                                                                                                                                                                                 6




                                                                                                                                                                                                                                                                                                                                                                                                                                               6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                 REMOVE FENCE                                                                                                                                                                                                                                                                                                                                                                                                                        REMOVE FENCE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.6
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                                                                                                                                                                                                                                                                                                                                                     2.6 2 .58




                                                                                                                                                                                                                                                                                                                                                                          2.6




                                                                                                                                                                                                                                                                                                                                                                                                 3
                                                                                                                                                                                                                                                           To 8




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.7
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.3
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2.2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.4
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                                                                                                                                                                            2.4




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                                                                                                                                                                                                                                                                                                                                      2.5 Top




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NOOSE PARADE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3
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                                                                                                                                                                                                    po




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.6
                                                                                                                                                                                                                                                                                                                                                                                        2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSA INLET
                                                                                               53° 27' 55"




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.1
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Section 4

5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RETAIN JETTY AND LANDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.2




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                                                                                                                                                                                                                                                                                                   09
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                      LOCATED ON VERGE AS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9 3




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.1
               REQUIRED TO SUIT NEW WORKS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 .7
                                                                  9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.4
                                                               2.0




                                                                                                                                                                                                               9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             232°02'10"
                                                                                                                                                                                                                                                                                                                                                                                                                                 LANDSCAPING FROM THE SITE




                                                                                                                                                                                                           2.4
                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         V E 50
                                                                                                                                                                                                                                                                                                                                                                                                                            3
                                                                                                                                                                    2 .3



                                                                                                                                                                                          8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                                                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20.115
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.5
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                                                                                                                                                                                      2.4




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LE 2.
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                                                                                                                                                                                                                                                                                                                                                                                                                                 UNLESS NOTED OTHERWISE




                                                                         0




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.8




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                                                                                                                                                                                                                                                                                                                                        2.4
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8
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                                                                                                                                                                                  9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                             2.1




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                                                                                                                                                                              2 .3




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     RECTIFY ALL DAMAGE TO KERB,                                                                                                                                                                                                                                                                                                                                                                                                 EXCAVATE TO LEVELS AS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.8 .19
      CROSSOVER, FOOTPATH AND                                                                                                                                                                                                                                                                                                                                                                                                    REQUIRED BY NEW2.4WORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                               2.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.3
LANDSCAPING IN ACCORDANCE WITH                                                                                                                                                                                                                                                                                                                                                                                                   REFER TO CIVIL DRAWINGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   u t .57
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        r
                                                                                                                                                                                                                                                                                                                                                                    5




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                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                                                 2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               VE 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.1 2
                                                                      7




                                                                                          3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                           1
  LOCAL AUTHORITY REQUIREMENTS




                                                                   2.0




                                                                                                                                                                                                                                                                                                                                                                                                                     2.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LE 5.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.1
                                                                                                                                                                                                                                            3
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                                                                                                                                                            2




                                                                                                                                                                                                         1
                                                                                       2.1




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                                                                                                                                                                                                      2.3




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                                                                                                                                                                                                                                      0 2 .3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                         2.1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.3
                                                                                                                                                                                                                                                                                                                                               u t 4.8
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                                                                                                                                                                                                                                                                                                                            u t 4.9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ND Gu t t 4.8 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VE 0
                                                                                                                                                                                                                                                                                                                                                                                                                                              E
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                                                                                                                                                                                                                                                                           E




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AT 6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.8
                                                                                                                                                                                                                    fG 4




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             po
                                                                                                                                                                                                                                                                                                                                                                                                                                           AT
                                                                                                                                                                                                                           r




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G R 2.3
                                                                                                                                                                                                                                                                        AT
                                                                                                                                                       E




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                         te
                                                                                                                                                    AT




                                                                                                                                                                                                                                  2 .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             e




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       V 31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VE 30
                                                                                                                                                                                                                                                                                                                                                                                                                                        GR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           To
                                                                                                                                                                                                                                                                     GR




                                                                                                                                                                                                                                                                                                                                                                                                                                    SW 5
                                                                                                                                                                                                 8




                                                                                                                                                                                                                                                                 SW 10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LE 

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