Skip to the record
Search everything, all in one place.

Original source · versioned page text

Approved Plans - MCU21 0192

of 16

Page text shows just the words. Original shows the document exactly as it was published.

Original PDF page 6, section 1. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROVED PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MCU21/0192
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                        2
                                                                                                                                                                      WD.4.01
                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                           WD.4.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          15 MARCH 2022
                                                                                                                                                                                                                                                                                                     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
Document Set ID: 21853904
                  21809698
Version: 1, Version Date: 14/03/2022
                          04/02/2022
Log in to download the original file

Approved Plans - MCU21 0192.pdf · 5.7 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.