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Att 1 Revised Plans

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Mark    Description
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CO      Concrete - Polished
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           P1      100 SHS Post to Engineer's spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           P2      150 SHS Post to Engineer's spec.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SK      Stainless Steel Sink
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TS      Toilet Suite
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VB      Vanity Basin




                                                                                                                                                                                                                                                                                                                                    5780


                                                                                                                                                                   2                                                                                                                                                    1
                                                                                                                                                                 WD.4.01                                                                                                                                              WD.4.02

                                                                                                                                                                                                                                                                                                P1                                                           P1
                                                                                                                                                                               7580

                                                                                                                                   1460                                                     6120                                                190




                                                                                                                                                                                                                                                                                                                                                                                                                           3000
                                                                                                                                                                                                                                                                                                                  EXTERNAL SLAB TO
                                                                                                                                            39º
                                                                                                                                                                                                                                                                                                                  ENGINEERS DETAIL




                                                                                                                                                                                                                                                                                                                                                 FALL SLAB




                                                                                                                                                                                                                                                                                                                                                                                                                                   600
                                                                                                                                     39.0°                    SLIDING GLASS DOOR REBATE                                                                                                                SLIDING GLASS DOOR REBATE TO BE CONFIRMED




                                                                                                                                                                                                                                                                                         STEP
                                                                                                                                                                                                             STEP
                                                                                                                                                                                                                                           SK                                    SK
                                                                                                                                                                    TO BE CONFIRMED
                             1800
                                          39º




                                                                                                                                                                                                                                                                                                     STEP
                                                                                                                                                                                                                                         WM
                                                                                                                                                                                                                                                                                 WM
                                                                                                                                                                                                                                                         VB




                                                                                                                                                                                                                                                                                                                                                                  LINE OF 190 BLOCK RETAINING UNDER ( SHOWN DASHED)
                                                                                                                                                                                                                                      VB




                                                                                                                                                                                                                                      TS                TS
                                                                                                                                                                             RL. 36.55 m                                                                                                                    RL. 36.55 m




                                                                                                                                                                                                                                                                                                                                                                                                                           6860
                                                                                                                                                                                                                                                CORE FILLED 190 CONCRETE BLOCK
                                                                                                                                                                                 CO                                                                                                                              CO




                                                                                                                                                                                                                                                 CONTINUATION OF BLOCKWORK

                                                                                                                                                                                                                                                 TO ENGINEERS SPEC + DESIGN
                      7460




                                                                                                                                                                                                                                                                                                                                                                                                                                   7460

                                                                                                                                                                                                                                                                                                                                                                                                                                          8960
                                                                                                                                                                                                                                                    RETAINING WALL UNDER
                                                                                                                                                                                                                                                     60/60/60 PARTY WALL,
                                                                                                                                                                REINFORCED CONCRETE SLAB & FOOTINGS                                                                                    REINFORCED CONCRETE SUSPENDED SLAB
                                                                                                                           SLIDING GLASS DOOR REBATE




                                                                                                                                                                WITH VAPOUR BARRIER ON 50mm MIN THICK                                                                                          TO ENGINEER'S DESIGN
                                                                                                                                 TO BE CONFIRMED




                                                                                                                                                                BEDDING SAND TO ENGINEER'S DESIGN
                             5660
        6565




                                                                                                     FALL SLAB


                                                                                                                                                                          UNIT 1                                                                                                                       UNIT 2
                                                                 P2                                                                                                                                                   DOOR REBATE                                    DOOR REBATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOTES:
                                                                                                                                                                                                                                      STEP




                                                                                                                                                                                                                                                      STEP
                                                                                                                                                                                                                    TO BE CONFIRMED                                  TO BE CONFIRMED




                                                                                                                                                                                                                                                                                           STEP
                                                                                                                                                                                SK                                           FALL SLAB                   FALL SLAB                                          SK
                                                                                                                                                       STEP




                                                                 P2                EXTERNAL SLAB TO                                                                                                                                                                                                                                                                                                                                                            1). VERIFY ALL DIMENSIONS PRIOR TO




                                                                                                                                                                                                                                                                                                                                                                                                                           1500
                                                                                   ENGINEERS DETAIL
                                                                                                                         FALL SLAB
                                                                                                                                                                                                                        EXTERNAL SLAB TO
                                                                                                                                                                                                                                                EXTERNAL SUSPENDED                                                  CO                             FALL SLAB                                                                                                   COMMENCEMENT
               900



                             900




                                                                                                                                                                                                                                                                                                                                                                                                                                   900
                                                                                                                                                                                                                                                      SLAB TO                                        EXTERNAL SUSPENDED CONCRETE SLAB
                                                                                                                                                                                                                        ENGINEERS DETAIL
                                                                                                                                                                                                                                                  ENGINEERS DETAIL                                          TO ENGINEER'S DESIGN
                                                                                                                                                                                                                                                                                                                                                                                                                                                               2). ALL SLAB PLAN DIMENSIONS ARE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                               OUTSIDE OF WALL UNLESS OTHERWISE NOTED
                             BLADE WALL




                                                                                                        1285                                                                                                                                                                                                                                                                                                                                                   3). FOOTINGS AND SLAB CONSTRUCTION TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               IN ACCORDANCE WITH GEOTECHNICAL
                                                       6605                                                                                                        2
                                                                                                                                                                                                                              LINE OF 190 BLOCK RETAINING
                                                                                                                                                                                                                                                                                                                        1                                                                                                                                      REPORT AND ENGINEERS DESIGN FOR THIS
                                                                                                                                                                                                                              UNDER ( SHOWN DASHED)
    N




                                                                                                                                                                 WD.4.01                                                                                                                                              WD.4.02                                                                                                                                  ALLOTMENT
                                                                                                        12005                                                                                                                                                                                                                                                                                                                                                  4). TERMITE PROTECTION TO BE PROVIDED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                               ACCORDANCE WITH AS 3660.1
                                                                                                                                                                                      BLADE WALL                                                                                  BLADE WALL                                                                                                                          BLADE WALL                               5). ALL SILL REBATES TO BE CONFIRMED WITH
                                                                                                                                                                5400                                         180             2000                             2000                180                                              5920                                                                               0                                        ACTUAL WINDOW/DOOR SYSTEM, REFER TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                               MANUFACTURERS DETAILS
        Ground Floor Slab Plan                                                                                                                                                 7580                                                                                                                          8280                                                                                                                                              6). PLUMBING PENETRATIONS TO BE
    1   1 : 100
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONFIRMED WITH ACTUAL FIXTURE
0       1         2      3                4     5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                               SELECTIONS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        21/12/2021 11:16:25 PM
                                                                      For engineering information, Engineer's drawings and information shall take precedence over architectural drawings.                    164 Edwards Street,                                                                                                    Date:       Rev:           Issue:                                                                                          Scale:     Title:                           Date:
                                                                                                                                                                                            Client Project




                                                                      The Building Designer's drawings and recommendations shall take precedence over architectural drawings. The
                                                                                                                                                                                                                                                                                                                      Amendments




                                                                                                                                                                                                                                                                                                                                   06.08.2021    A           Working Drawings                                                                                  1 : 100    Slab Plan                        21.12.2021
                                                                                                                                                                                                             Sunshine Beach




                                                                                                                                                                                                                                                                                                                                                                                                                                                 Job Details
                                                                      author is to be notified immediately, should any errors, discrepancies, or conflict become apparent and prior to
                                                     Copyright




                                                                                                                                                                                                                                                                                                                                   21.12.2021    C           Revised Working Drawings in Response to RFI
                                                                      proceeding with the works.                                                                                                                                                                                                                                                             MCU21/0192
                                                                      Copyright: The design content shown on this drawing remains the property of Garland Design and is provided only
                                                                      for the use described. This drawing may not be copied, altered, have sections omitted, erased or changed in any                                                                                                                                                                                                                                                                          Des:  JC   Project #:       Drawing #: Issue:
                                                                      way without the prior written approval of Garland Design.                                                                              Adam Flanagan & Shane Tye                                                                                                                                                                                                                         Check:JC   21.107           WD.2.05         C
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