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Approved Plans - MCU210088 - 8 Dandaloo Lane Cootharaba

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                                                                                                                                             DBW for less than
    SITE NOTES:
                                                                                                                                             200m to Agricultural
    POSITION OF DWELLING TO BE CONFIRMED BY                                                                                                                                                                                                                                                                                                                                               N
    CLIENT PRIOR TO ANY SITE WORKS                                                                                                           Land Overlay & Siting                                                                                                                                                                      9




                                                                                                                                                                                                                                                                                                                                            11 43
                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                 37




                                                                                                                                                                                                                                                                                                                                             17
                                                                                                                                                                                                                                                                                                                             1




                                                                                                                                                                                                                                                                                                                                              .4
                                                                                                                                             referral for side




                                                                                                                                                                                                                                                                                                                                                8°

                                                                                                                                                                                                                                                                                                                                                 30 40" 20
    ALL STORM WATER, DOWN PIPES, RAIN WATER                                                                                                                                                                                                                                                                           1
                                                                                                                                             setback less than                                                                                                                                                     61




                                                                                                                                                                                                                                                                                                                                                   m
    TANKS & SITE DRAINAGE TO BE SIZED & LOCATED                                                                                                                                                                                                                                                               11




                                                                                                                                                                                                                                                                                                                                                    '
    BY THE HYDRAULIC CONSULTANT/PLUMBER IN
                                                                                                                                             10m




                                                                                                                                                                                                                                                                                                   60 p
    ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2




                                                                                                                                                                                                                                                                                                    om




                                                                                                                                                                                                                                                                                                                                                        15.15
                                                                                                                                                                                                                                                                                                     00
                                                                                                                                                                                                                                                                                                                                                 0
    AND QDC MP4.2/LOCAL PLANNING SCHEME
                                                                                                                                                                                                                                                                                                                                            1000




                                                                                                                                                                                                                                                                                                                                                          1° 03




                                                                                                                                                                                                                                                                                                                                                                        12 30' 2
                                                                                                                                                                                                                                                                                                                                                                        18
    HOUSE CODE                                                                                                                                                                              PROPOSED RELATIVES                                                                                                                               omp




                                                                                                                                                                                                                                                                                                                                                                          .42
                                                                                                                                                                                                                                                                                                                                                              0m

                                                                                                                                                                                                                                                                                                                                                                           6°
                                                                                                                                                                                                                                                                                                                                                                ' 00"
                                                                                                                                                                                                RESIDENCE




                                                                                                                                                                                                                                                                                                                                                                              6m "
    BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
    MANHOLE POSITIONS MATCH THOSE AS SHOWN                                                                                                                                                                                                                         PAD LEVEL 22.125m




                                                                                                                                                                                                                                                                                                                                                                                 0
    BASED ON LOCAL AUTHORITY DOCUMENTS. ANY                                                                                                                                                                                                                           FFL 22.375m                                                                                      7 .8 2
    DISCREPANCIES MUST BE BROUGHT TO THE                                                                                                                                                                                                                                                                                                                                      8m
                                                                                                                                                                                                                                                                                                                                                                    1 41°
    ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND                                                                                                                                                                                                                                                                                                                            30' 2
                                                                                                                                                                                                                                                                                                                                                                                0"
    RESOLVED PRIOR TO COMMENCEMENT OF
    CONSTRUCTION




                                                                                                                                                                                                                                                                                                                                                                                                 ANE
    BUILDER TO DETERMINE APPROPRIATE
    PLATFORMING METHOD ON SITE PRIOR TO
    COMMENCEMENT OF ANY WORKS. FINISHED
    FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                L
    AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
    COMPLY WITH NCC VOL 2 3.1.2.3




                                                                                                                                                                                                                                                                                                                                                                                              O
    THE FINISHED SURFACE IMMEDIATELY




                                                                                                                                                                                                                                                                                                                                                                                                                     LO
    SURROUNDING THE BUILDINGS TO COMPLY WITH                                                                                                                         m
    NCC VOL2, 3.1.3.                                                                                                                                             15
                                                                                                                                                           1 4 .1 ' 0 0 "
                                                            Existing dwelling                                                                            3
                                                                                                                                                                °0
                                                                                                                                                                   2




                                                                                                                                                                                                                                                                                                                                                                                                                   A
    SURFACE DRAINAGE IS TO DISCHARGE EVENLY
                                                                                                                                                            94
    WITHIN THE SITE AND WITHOUT NUISANCE TO                 location




                                                                                                                                                                                                                                                                                                                                                                                                                 D
    ADJOINING PROPERTIES.




                                                                                                                                                                                                                                                                                                                                                                                                             DA N
    ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
    THE PONDING OF WATER.

    CUT AND FILL BATTERS NOT TO EXCEED A
    MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
    THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
    CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
    SLOPING SITES.

    1000 MAXIMUM HIGH TIMBER RETAINING WALLS




                                                                                                                                                                                                                                                                                                                                                                                                            154
                                                                                                                                                                                                                                                                                                                                                                                                            197
    WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO




                                                                                                                                                                                                                                                                                                                                                                                                                .745
    STORMWATER LINE) AND GRANULAR BACKFILL




                                                                                                                                                                                                                                                                                                                                                                                                                 ° 18
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                                                                                                                                                                                                                                7




    BEHIND, TO BE WHOLLY CONTAINED WITHIN THE




                                                                                                                                                                                                                                                                                                                                                                                                                     ' 00"
    SITE ONLY IF INDICATED ON THE PLANS.




                                                                                                                                                                                                                                                                                                                                                                                                                      m
    THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
    OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
    ABOVE FINISHED GROUND LEVEL, ONLY IF
    INDICATED ON THE PLANS AND TO LOCAL
    AUTHORITY APPROVAL.
                                           77 0' 0
                                             0°
                                             .00




                    -
                                                0
                                                 0m "




    APPROVED PLANS
                                                   0




      MCU 21/0088
                                                                                                                                                                                                                                                                                   m
     NOOSA COUNCIL                                                                                                                                                                                                                                                      157.710
                                                                                                                                                                                                                                                                                 ' 0 0"                                                                                 REAL PROPERTY DESCRIPTION:
                                                                                                                                                                                                                                                                        297° 1 6
      28JUNE 2021                                                                                                                                                                                                                                                                                                                                                       LOT 9                       ON RP: 908915
                    -
                                                                                                                                                                                                                                                                                                                                                                        SITE AREA                   41590m²
                                                                                                                                                                                                                                                                                                                                                                        LOCALITY                    COOTHARABA
              SITE PLAN - OVERALL                                                            m                                                                                                                                                                                                                                                                          LOC. GOV.                   NOOSA S.C.
                                                                                   141.090
               1 : 1000                                                                    ' 0 0"
                                                                                   297° 16

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                         PROJECT: PROPOSED REL. RESIDENCE                                                                           2      A3                                                                                  THEY ACCURATELY DEPICT THE HOUSE FOR
                                                         CUSTOM PLAN                                ASPECT HOUSE                 MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                                                                          *    DS         RW PRELIMINARY DRAWINGS                           16/02/21
                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION.
                                                                                                                                                                                                                                                                                          JOB NUMBER:     A    DS         RW MINOR AMENDMENTS                               04/03/21
                                                                                                       PLANS                                                                    LOT 9 ON RP908915                                                                                         GJGSCN190273    B    AK         RW SURVEY & CONTOURS ADDED                        11/03/21
                                                                                                                                                                                                                                                                                                                                                                                       JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                       PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                      BEACH FACADE                                                                                                     8 DANDALOO LANE                                                                                           SALESPERSON:    C    RW         RW CONSTRUCTION DRAWINGS                          13/03/21
                                                                                                                                 DRAWING TITLE:
               QLD                                                                                     QLD                                                                      COOTHARABA, QLD                                                                                           CHRIS MCNEIL    D    RW         RW JOB NUMBER CORRECTION                          17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                           DATE:           E    DS         RW AMEND CD'S - REFER FRONT PAGE                  18/05/21   OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                   TO G.J.GARDNER HOMES                      QBCC 1257937                SITE PLAN - OVERALL                                                                                                                                       18/05/2021                                                                                   BUILDER SIGNED: .............................   DATE: ..........
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Page 2

                                                               TREE SCHEDULE                          Tree Legend
  PATHWAY & DRIVEWAY NOTES:                            No.    Name  T 'Ø' Spr 'Ø'              'H'
                                                        1      TREE     0.30 m    8.0 m     12.0 m
                                                                                                                                                                                                                                                                                                                                                                                                 REAL PROPERTY DESCRIPTION:
                                                        2      TREE     0.30 m    8.0 m     12.0 m
                                                                                                                 S
  ALL PATHWAYS AND PAVEMENTS SHALL HAVE A                                                                                  Ø=Trunk Dia                                                                                                                                                                                                                                                           LOT 9                      ON RP: 908915




                                                                                                      H
  MINIMUM FALL OF 1 IN 100 (1%).
                                                        3      TREE     0.30 m    8.0 m     12.0 m
                                                                                                                           H=Tree Height                                                                                                                                                  26.00                                          TBM Nail in Kerb                                        SITE AREA                  41590m²
                                                        4      TREE     0.30 m    8.0 m     12.0 m                          S=Tree
                                                        5      PINE     0.30 m    6.0 m     12.0 m                             Spread                                                                                                                                                                                                    AHD RL / m 26.029                                       LOCALITY                   COOTHARABA
  THE MAXIMUM GRADE OF DRIVEWAYS SHALL                                                                                     (Total Canopy)                                                                                                                               25.75
  NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
                                                        6      PALM     0.60 m    4.0 m     4.0 m
                                                                                                                              ∅
                                                                                                                                                                                                                                                                                                                                                                                                 LOC. GOV.                  NOOSA S.C.
                                                        7      PALM     0.30 m    5.0 m     8.0 m                                                                                                                                                                                                                         Power Pole
  NEAR THE MAXIMUM, A TRANSITION ZONE AT
                                                        8      PINE     0.20 m    3.0 m     4.0 m                                                                                                                                                               25.50                                                      #272170
  EITHER END MAY BE REQUIRED. REFER TO NCC
  VOLUME 1, D2.10 FOR GRADES TO REQUIRED                9      PALM     0.50 m    5.0 m     6.0 m
                                                                                                                                                                                                                                    7   49                                                                                                                                                                                    N
  EXIT RAMPS.                                           10     PINE     0.30 m    6.0 m     12.0 m                                                                                                                               13                                                                    Telstra
                                                        11     TREE     0.30 m    4.0 m     6.0 m
                                                                                                                                                                                                                                                         2 5 .2 5
                                                        12     TREE     0.30 m    7.0 m     10.0 m
  CHECK WITH LOCAL AUTHORITY
                                                                                                                                                                                                                                             2 5.
  REQUIREMENTS PRIOR TO CONSTRUCTING ANY                13     TREE     0.30 m    7.0 m     10.0 m
                                                                                                                                                                                                                                                    00
                                                        14     TREE     0.30 m    7.0 m     10.0 m
  DRIVEWAYS, PATHWAYS OR CROSSOVERS
  BETWEEN THE PROPERTY BOUNDARY AND                                                                                                                                                                                               2 4.




                                                                                                                                                                                                                                                                                                                                                                                                          E
  ROAD KERB.                                                                                                                                                                                                                          75




                                                                                                                                                                                                                                                                                                                                                                                                                   N
  CLEAR THE AREA OF ALL TOPSOIL AND
  ORGANIC MATTER.                                                                                                                                                                                                         24.
                                                                                                                                                                                                                                50




                                                                                                                                                                                                                                                                                                                                                                                                              O LA
                                                                                                                                                                                                                                                                                                                      11 43
  PROVIDE A LAYER OF SAND A MINIMUM OF                                                                                                                                    11                                     24.




                                                                                                                                                                                                                                                                                                                       17
                                                                                                                                                                      6                                             25




                                                                                                                                                                                                                                                                                                                        .4
  20mm THICK UNDER THE SLAB, COMPACTED                                                                                                                             11




                                                                                                                                                                                                                                                                                                                          8°

                                                                                                                                                                                                                                                                                                                           30 40"
  AND LEVELLED.
                                                                                                                                                                                            5m          24.




                                                                                                                                                                                                                                                                                                                             m
                                                                                                                                                                                         1                  00




                                                                                                                                                                                                                                                                                                                              '
                                                                                                                                                                                  1 4 .1 ' 0 0 "




                                                                                                                                                                                                                                                                                                                                                                                                                    O
  AN OPTIONAL 0.2um POLYETHYLENE MOISTURE                                                                                                                                       3        0 2 2
                                                                                                                                                                                       °         3 .7
  BARRIER MAY BE PROVIDED UNDER THE SLAB IN                                                                                                                                        94                 5




                                                                                                                                                                                                                                                                                                                                                                                                                           AL
  SALINE AREAS, LAPPED 200mm AT JOINS AND                                                                                                                                              23
  TAPED.                                                                                                                                                                                    .50                Property
  SLAB THICKNESS SHALL BE:                                                                                                                                                23                                     Pole
                                                                                                                                                                               .25




                                                                                                                                                                                                                                                                                                                                                                                                                         D
   PEDESTRIAN PATHWAYS - 75mm THICK WITH 1




                                                                                                                                                                                                                                                                                                                                               Po st
   LAYER SL52 MESH,                                                                                                                                                                                 c   e
                                                                                                                                                          23                                     en




                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                             F




                                                                                                                                                                                                                                                                                                                                                 &W
   VEHICULAR DRIVEWAYS (TO 3t GROSS) -                  EXTENT OF CUT/FILL INDICATIVE ONLY -                                                                   .00                       ire




                                                                                                                                                                                                                                              13
   100mm THICK WITH                                                                                                                                                                 &W
                                                        TO COMPLY WITH NCC VOL 2, 3.1.1                                                                                        et




                                                                                                                                                                                                                                               79




                                                                                                                                                                                                                                                                                                                                                                                                                     A
                                                                                                                                                                                                                                                                                                                                                   ire F
   1 LAYER SL62 MESH.                                                                                                                        22                   Pic
                                                                                                                                                                      k
                                                                                                                                                                PROPOSED     RELATIVES




                                                                                                                                                                                                                                                                                                en
                                                                                                                                                                                                                                                    6
                                                                                                                                                  .7 5




                                                                                                                                                                                                                                                                                                                                                         enc e




                                                                                                                                                                                                                                                                                                                                                                                                                                D
                                                                                                                                                                                                                                                                                                 ar d
                                                        EARTH RETAINING STRUCTURES
  30mm MINIMUM TOP COVER TO ALL                         (RETAINING WALLS) TO COMPLY WITH                                                                               RESIDENCE




                                                                                                                                                                                                                                                                                                   gG
  REINFORCEMENT, CONCRETE STRENGTH SHALL                NCC VOL 2, 3.1.2/AS 4678                                                  22.5
                                                                                                                                         0                                 PAD LEVEL 22.125m




                                                                                                                                                                               66




                                                                                                                                                                                                                                                                                                             in
  BE N20 MINIMUM.




                                                                                                                                                                                                                                                                                                       x ist
                                                                                                                                                                              FFL 22.375m




                                                                                                                                                                                19
                                                                                                                                                         60
                                                                                                                     22 .
                                                                                                                         25




                                                                                                                                                         00
  JOINTS ARE REQUIRED IN ALL CONCRETE




                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                p
                                                                                                                                                                                                                                                                                                                         0 om




                                                                                                                                                              om
  PATHWAY AND DRIVEWAY SLABS -
                                                                                                     2 2.                                                                                                                                                                                                         1000
                                                                                                            00




                                                                                                                                                               p
  ISOLATION JOINTS MUST BE PROVIDED WHERE                                                                                                                                                                                                                           CUT
  ABUTTING EXISTING STRUCTURES,                                                   2 1.




                                                                                                                                                                                                                                                                                                                                                           2 01°
                                                                                                                                                                                                                                                                                                                                                                 1 5 .1 5
                                                                                          75
  EXPANSION JOINTS SHALL BE PROVIDED AT 15
                                                                      21.5




                                                                                                                                                                                                                                                                                                                                                                        03' 0
                                                                                                                                                                                                   PROPOSED RELATIVES RESIDENCE




                                                                                                                                                                                                                                                                                                                                                                          0m
  METER CENTRES IN ALL DIRECTIONS. N12                                       0
  DOWEL BARS AT 400 CENTRES ALONG THE                                                                            Existing Solar                                                                             PAD LEVEL 22.125m




                                                                                                                                                                                                                                                                                                                                                                              0"
  JOINTS IN 100mm THICK SLABS,                                                                                      Panels
                                                             21.2                                                                                                                                              FFL 22.375m
                                                                    5
  CRACK CONTROL JOINTS SHALL BE PROVIDED
  AT 3 METER MAXIMUM CENTRES AND AT
  LOCATIONS WHERE THERE IS A LIKELIHOOD A
  CRACK
  WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
  JOINTS SHALL BE LOCATED SO THE LONGEST
  SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
  TIMES THE LENGTH OF THE SHORTEST SIDE. ANY                            2x 25000l
  ANGLE FORMED BETWEEN JOINTS OR JOINTS                                 WATER TANKS




                                                                                                                                                                                                                                                                                                                                                                                   Ga
  AND THE SLAB EDGE SHALL BE NO LESS THAN




                                                                                                                                                                                                                                                                                                                                                                                          1 2 3 0' 2
                                                                                                                                                                                                                                                                                                                                                                                          18
                                                                                                                                                                                                                                                                                                                                                                                     te
  75°, DUE TO THE VARYING NATURE OF




                                                                                                                                                                                                                                                                                                                                                                                             .4 2
                                                                                                                                                                                                                                                                                                                                                                                              6°
  PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE




                                                                                                                                                                                                                                                                                                                                                                                                  6m "
  TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE                                                                                                                                      FILL
  ALL SITE CONSTRAINTS ARE CONSIDERED IN THE                                     20
                                                                                      .50




                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                    ay                                                                    11
  DESIGN.                                                                                                                                                                                                                                                                                                     rivew
                                                                                                                                                                                                                                                                                                   c   k/D
                                                                                                                                                                                                                                                                                            l T ra
  THESE NOTES ARE PROVIDED AS A GENERAL                                                                                                                                                DRIVEW AY/PATH                                                                              G   rave
                                                                                                                                                                                                                                                                            ting
  SPECIFICATION ONLY.                                                                                                                                                                       22 m²                                                                       Exis
                                                                                                                                                                                          (exp. agg.)                                                                                                                                                                                            12
  REFERENCE SHOULD BE MADE TO 'CEMENT,                                                                                                                                                                                                                                                                                                                                                                   13
  CONCRETE & AGGREGATE AUSTRALIA - GUIDE                                                                                      1
  TO CONCRETE FOR HOUSING 2007, PATHS AND                                                                                                                                                                                                                                                                                           10                                     21.50
  DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
  DRIVEWAYS AND PATHS, JULY 2006'.                                                                                                                                                                                                                                                                                                      21.25                                                                            14
                                                                                                                            3
                        -                                                                                    2         4                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                          21.00
        APPROVED PLANS
          MCU 21/0088
         NOOSA COUNCIL                                                   SITE PLAN - DETAIL
          28 JUNE 2021                                                       1 : 200
                        -
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                                                   CLIENT:                                                           PROJECT: PROPOSED REL. RESIDENCE                                             3        A3                                                                                            THEY ACCURATELY DEPICT THE HOUSE FOR
                                                         CUSTOM PLAN                                                       ASPECT HOUSE                            MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                                                                                                    *     DS      RW PRELIMINARY DRAWINGS                                     16/02/21
                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCTION.
                                                                                                                                                                                                                                                                                                          JOB NUMBER:               A     DS      RW MINOR AMENDMENTS                                         04/03/21
                                                                                                                              PLANS                                                                                                  LOT 9 ON RP908915                                                    GJGSCN190273              B     AK      RW SURVEY & CONTOURS ADDED                                  11/03/21
                                                                                                                                                                                                                                                                                                                                                                                                                         JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                                         PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                             BEACH FACADE                                                                                                                                                   8 DANDALOO LANE                                                      SALESPERSON:              C    RW       RW CONSTRUCTION DRAWINGS                                    13/03/21
                                                                                                                                                                   DRAWING TITLE:
               QLD                                                                                                             QLD                                                                                                   COOTHARABA, QLD                                                      CHRIS MCNEIL              D    RW       RW JOB NUMBER CORRECTION                                    17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                             © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                                        DATE:                                                                                                          OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                      TO G.J.GARDNER HOMES                                           QBCC 1257937                           SITE PLAN - DETAIL                                                                                                                     17/04/2021                                                                                                     BUILDER SIGNED: .............................   DATE: ..........

Page 3

          4                                                                                                                                                                                                                                                                                                                                                                            FLOOR AREAS:

  1       5      3                                                                                                                                                                                                                                                                                                                                                                      DWELLING                64.96 m²
                                                                                                                                                                                                                                                                                                                                                                                        VERANDAH                56.50 m²
                                                                                                                                                                                                                                                                                                                                                                                        GARAGE                  48.86 m²
          2
                                                                                                                                                                                                                                                                                                                                                                                        Total                   170.33 m²




                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                                                                                     16650

                                                                                                                                                  13670                                                                                                                           2980              450

                                                                                         220                               90                                        90                            70                 90                                              240
                                                                              450                      4500                                    3250                               770                   1000                                   3350                         300
                                                                                                                                                                                                                                         70
                                                                                                                  450                        A                                                1840                             950                      2330
                                                                                                                                              8




                                                                                                                                                                                                                                                                                                                                      450
                                                        450

                                                                                                                                                                                                           obsc
                                                                                                                    HWS dp                                                                                                                                      hcdp
                                                                                                      0618                                                                                              0309            A/C                    1521
                                                                                                                                                                                                                                                                                                                                                                                       WALL LEGEND
                                                  220




                                                                                                                                                                                                                                                                                                     220
                                                                                    dp                                                                    820                                                                                                                                  C1
                                                                                                                                                                                                                                                                                                                                                                                       EXTERNAL WALLS




                                                                                                                                                                   tambour door
                                                                                                                                                                           Ldry
                                                                                                                                                                                                           n03609
                                                                                                                                                          1/3gl




                                                                                                                                                                                     4 x shelves
                                                                                                                                                                                                           1550hh
                                                                                                                                                                                                                                              BED 1




                                                                                                                                                                                                                                                                                                           1500
                                                                                                                                                                  VSD
                                                                                                                         600                                                                                                                   carpet                                                                                                                                          - MASONRY VENEER




                                                                                                                                                                                                                         a\c
                                                                                                                        lam.                                                                                                                                                                                                                                                                   - 70mm TIMBER STUD FRAME




                                                                                                                                                                     mv




                                                                                                                                                                                                        1500
                                                                                                                                                                                        ohc
                                                                                                                                                                                                                                                                                                                                                                                               - 10mm PLASTERBOARD LINING (GENERAL)




                                                                                                                                                                                                                                                                                                                               2900
                                                                                                                                                                                                                                                                                                     70
                                                                                                                                                                                                                                                                                                                                                                                               - 6mm VILLABOARD LINING (WET AREAS)




                                                                                                                                                                                                                                                                                                                      3500
                                                                                               New WM Location                                                                             BATH




                                                                                                                                                                  820cs




                                                                                                                                                                                                                          820cs
                                                                                    F1809




                                                                                                                                                                                                   tiles                                                                                                                                                                                       - CLADDING - TO BUILDER'S SPEC.
                                                                                                                                                                                                                                                                                               C1




                                                                                                                                                                                                                                                                                                           1930
                                                                                                                                                                                  floor to ceiling wall
                                                                                                                                                                                           tiles
                                                                                                                                                                                                                                         CH2700mm                                                                                                                                              - 70mm TIMBER STUD FRAME (UNO)
                                                                                                                                                                                  900                                                                                                                                                                                                          - 10mm PLASTERBOARD LINING (GENERAL)
                                                                                                                                                                                                                                                        msd




                                                                                                                               820cs
                                                                                                                                                                                  wh                                                                                                                                                                                                           - 6mm VILLABOARD LINING (WET AREAS)




                                                                                                                                                                                                                                                                                                                               70
                                                                                                                                                                                                                                                                                                                             530
                                                                                                                                                                                                                                                        robe
                                                                     6790




                                                                                                                                                                                                                                                                                                                                      7250
                                                                                                                                                                                                                                                                                                                                                                                       INTERNAL WALLS




                                                                                                                                                                                                                                                                                                     70
                                                                                                                                       FAMILY-DINING                                                       RA
                                                                                                                                                                                                                               820
                                                                                                                                             vinyl planking
                                                                                                                                                                                                             KE
                                                                                                                                                                                                                                              1000       1000x1350                                                                                                                             - 70mm TIMBER STUD FRAME (UNO)
                                                                                                                                                                                                                  D                           ohc                                                                                                                                              - 10mm PLASTERBOARD LINING (GENERAL)
                                                                                                                                                                                                                      CE
                                                                                                                                                                                                                         IL                                                                                                                                                                    - 6mm VILLABOARD LINING (WET AREAS)
                                                                                                     GARAGE                                                                                                                   IN           FRIDGE TAP
                                                                                                                                                                                                                                   G                                                           C1                     B
                                          10230




                                                                                                                                                                                                                                                                                                                                                 10230
                                                        9790




                                                                                                      concrete                                                                                                                                                                                                                                                                         REFER TO ENGINEERS DETAILS FOR




                                                                                                                                                                                                               2000
                                                                                                                                                                                                                                                                                                                      8                                                                ARTICULATION JOINTS IF REQUIRED




                                                                                                                                                                                                                                                                                                                               3220
                                                                                      A/C




                                                                                                    CH2700mm
                                                                                                                               a\c
                                                                                                                                                                                                                                         KITCHEN




                                                                                                                                                                                                                                   cut
                                                                                                                                                                                                                                         vinyl planking

                                                                                                                                                                                                                                         dw
                                                                                                                                                                                                                                                                                                                                                                                     LEGEND:




                                                                                                                                                                                                                                                                     ohc
                                                                                                                                                    sgd rebate                                                                                                                                                                                                                       C1 DENOTES - 112x112 HWD POST
                                                               240




                                                                                                                                                                                                                                                                                         C1    dp
                                                                                                                                                                                                                                                                                                                                                                                       S DENOTES - PHOTOELECTRIC SMOKE ALARM
                                                                                    F1809
                                                                             450




                                                                                                                                               2440STK-SGD                                                                                 1224                                                                                                                                                    TO NCC VOL 2, 3.7.5 & AS 3786
                                                                                                                                             F0624 @ 4200hh                                                                            F0624 @ 4200hh                                                                                                                                              (MAINS POWERED & INTERCONNECTED)
                                                                     2980




                                                                                                                                                                                                                                                                                                                                      2980
                                                                                                                                                                              VERANDAH
                                                                                                                                                                                                   tiles
                                                                                    hc                                                                                            CH2700mm                                                                     300                                                                                                                   FLOOR PLAN NOTES:
                                                                                                                                                                                                                                   C1                                                                                                                                                TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
                                                                                    dp
                                                  220




                                                                                                                                                                                                                                                                                                                                                                                     WITH NCC VOL 2, 3.1.4 AND AS 3660.1.
                                                                                                     2435PLD
                                                                                                                                                                  C1                                                               dp                                 C1                  C1                                                                                         PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
                                                                                                                                                                                                                                                                                                                                                                                     TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION




                                                                                                                                                                                                                                                                                                                                      450
                                                        450




                                                                                                                           90                                                                                                                                         240                                                                                                            WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
                                                                                                                  450                                  4710                                                                               3910                              300                                                                                                      BUILDING APPLICATION APPROVAL.

                                                                                                                                                                                                                                                                                                                                                                                     TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
                                                                                                                           220                                                                                                                                                                                                                                                       OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
                         -                                                                                                                                                                          8730                                                                          2980              450                                                                              1.2m TO WC PAN
        APPROVED PLANS                                                        450
                                                                                         220
                                                                                                       4500                            300                                                                                                                                                                                                                                           INSECT SCREENS TO WINDOWS AND DOORS ARE AS PER
          MCU 21/0088                                                                                                                                                                                                                                                                                                                                                                BUILDERS SPECIFICATIONS UNO

         NOOSA COUNCIL                                                                                 4940                                                                                                                        11710
                                                                                                                                                                                                                                                                                                                                                                                     CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
                                                                                                                                                                                                                                                                                                                                                                                     APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
          28 JUNE 2021                                                                                                                                               16650
                                                                                                                                                                                                                                                                                                     ADDITIONAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                     AND LOCAL AUTHORITY
                         -
                                                                                                                                                                                                                                                                                                                                                                                     MECHANICAL VENTILATION TO BE IN ACCORD.
                                                                                                                                                                                                                                                                                                     • 20mm STONE BENCHTOPS THROUGHOUT                                               WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
                                                                                                                                                                                                                                                                                                     • SECUREVIEW SCREENS THROUGHOUT                                                 (DISCHARGE TO EXTERNAL AIR)


                 FLOOR PLAN                                                                                                                                                                                                                                                                                                                                                          INTERNAL GARAGE DOOR TO BE SEALED AS PER NCC
                                                                                                                                                                                                                                                                                                                                                                                     VOL 2, 3.12.3.3

                  1 : 100                                                                                                                                                                                                                                                                                                                                                            GAS BOTTLE LOCATION AS PER AS5601

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                                        CLIENT:                                                                                            PROJECT: PROPOSED REL. RESIDENCE                       4             A3                                                                        THEY ACCURATELY DEPICT THE HOUSE FOR
                                                                       CUSTOM PLAN                               ASPECT HOUSE                           MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                                                                                                             *       DS   RW PRELIMINARY DRAWINGS              16/02/21
                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION.
                                                                                                                                                                                                                                                                                                           JOB NUMBER:                       A       DS   RW MINOR AMENDMENTS                  04/03/21
                                                                                                                    PLANS                                                                                                                                  LOT 9 ON RP908915                               GJGSCN190273                      B       AK   RW SURVEY & CONTOURS ADDED           11/03/21
                                                                                                                                                                                                                                                                                                                                                                                                          JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                                                                                                                          PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                                          BEACH FACADE                                                                                                                                                            8 DANDALOO LANE                                 SALESPERSON:                      C       RW   RW CONSTRUCTION DRAWINGS             13/03/21
                                                                                                                                                        DRAWING TITLE:
               QLD                                                                                                  QLD                                                                                                                                    COOTHARABA, QLD                                 CHRIS MCNEIL                      D       RW   RW JOB NUMBER CORRECTION             17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                                            © COPYRIGHT EXCLUSIVE                                                                                                                                                                                                          DATE:                                                                                          OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                                     TO G.J.GARDNER HOMES                 QBCC 1257937                          FLOOR PLAN                                                                                                                                          17/04/2021                                                                                     BUILDER SIGNED: .............................   DATE: ..........

Page 4

                                                                     5°
                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                                       GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
                                                                                                                                     COLORBOND ROOF SHEETING                                                                                                                           AND INSTALLED TO TRUSS MANUFACTURERS
                                                                                                                                     FIXED TO MANUF. SPECS.                                                                                                                            SPECIFICATIONS.

                                                                                                                                                                                                                                                                                       MASONRY VENEER TO COMPLY WITH NCC VOL 2, 3.3.5,
                                                                                                                                                                                                                                                                                       AS1225 & AS 3700.
                                                                                                                                     COLORBOND FASCIAS
                                                                                                                                                                                                                                                                                       REINFORCED MASONRY TO COMPLY WITH NCC VOL 2,
            GF CL                                                                                                                    AND GUTTERS                                                                                                                                       3.3.2 & AS3700 (or AS4773.1/2).
            2700
                                                                                                                                                                                                                                                                                       MASONRY WEATHERPROOFING TO COMPLY WITH NCC
            GF WH                                                                                                                    112x112 TIMBER POSTS                                                                                                                              VOL 2, 3.3.4.
            2100                                                                                                                     ON GAL. STIRRUPS
                                                                                                                                                                                                                                                                                       FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
                                                                                                                                                                                                                                                                                       VOL 2, 3.5.4.6
                                                                                                                                     'LINEA' WEATHERBOARD
                                                                                                                                     CLADDING (or similar)
            GF FL
            0

                                     ELEVATION 1
                          1           1 : 100
                                                                                                                                                           8°                                                                                                            8°


                                                                                                                           GF CL
                                                                                                                           2700
                                                                                                                           GF WH
                                                                                                                           2100
                                                                                                                                                                                                                                                                                                                      COMMON BRICKWORK
                                                                                                                                                                                                                                                                                                                      WITH RENDERED FINISH


                                                                                                                           GF FL
                                                                                                                           0



                                                                                                                                                   ELEVATION 2
                                                                                                                                         2          1 : 100
            GF CL
            2700
            GF WH
            2100
                                                                                                                                     POWDERCOATED ALUM
                                                                                                                                     WINDOWS AND DOOR FRAMES

            GF FL
            0

                                                                                                                                     INFILL OVER WINDOWS/DOORS
                                                                                                                                     TO BUILDERS SPECS

                                                                                                                                     2.4x3.5 PANEL-LIFT-DOOR
                                     ELEVATION 3
                          3




                                                                                                                                                                                                                             5°
                                      1 : 100                                                                              GF CL
                                                                                                                           2700




                                                                                                                                                                                              4200
                                                                                                                           GF WH
                                                                                                                           2100




                                                                                                                           GF FL
                            -                                                                                              0
            APPROVED PLANS
              MCU 21/0088
             NOOSA COUNCIL
              28 JUNE 2021
                            -
                                                                                                                                                   ELEVATION 4
                                                                                                                                         4          1 : 100

© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                         PROJECT: PROPOSED REL. RESIDENCE                 5      A3                                                             THEY ACCURATELY DEPICT THE HOUSE FOR
                                                         CUSTOM PLAN                              ASPECT HOUSE                   MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                 *   DS   RW PRELIMINARY DRAWINGS            16/02/21
                                                                                                                                                                                                                                                                                                        CONSTRUCTION.
                                                                                                                                                                                                                              JOB NUMBER:        A   DS   RW MINOR AMENDMENTS                04/03/21
                                                                                                     PLANS                                                                      LOT 9 ON RP908915                             GJGSCN190273       B   AK   RW SURVEY & CONTOURS ADDED         11/03/21
                                                                                                                                                                                                                                                                                                        JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                        PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                       BEACH FACADE                                                                                                    8 DANDALOO LANE                               SALESPERSON:       C   RW   RW CONSTRUCTION DRAWINGS           13/03/21
                                                                                                                                 DRAWING TITLE:
               QLD                                                                                    QLD                                                                       COOTHARABA, QLD                               CHRIS MCNEIL       D   RW   RW JOB NUMBER CORRECTION           17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                               DATE:                                                                     OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                   TO G.J.GARDNER HOMES                     QBCC 1257937                 ELEVATIONS                                                                                     17/04/2021                                                               BUILDER SIGNED: .............................   DATE: ..........

Page 5

                                                                                                                                                                                                         Q.D.C. MP 4.1 SUSTAINABLE BUILDINGS - ENERGY EFFICIENT DOMESTIC SERVICES
                                                                                                                                                                                                         * ENERGY EFFICIENT LIGHTING                                     * TOILETS
                                                                                                                                                                                                            CLASS 1 BUILDINGS, INCLUDING A VERANDAH, BALCONY                 IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL
                                                                                                                                                                                                            OR AN ENCLOSED CLASS 10a BUILDING ATTACHED TO A                  TOILET CISTERNS:
                                                                                                                                                                                                            CLASS 1 BUILDING, HAVE:                                              (a) HAVE A DUAL FLUSH FUNCTION AND HAVE A
                                                                                                                                                                                                                (a) ARTIFICIAL LIGHTING THAT COMPLIES WITH PART               MINIMUM 4-STAR WATER EFFICIENCY LABELLING
           SELECTED INSULATION IN ACCORD.                                                                                                                                                                      3.12.5.5 OF BCA 2010                                           AND STANDARDS RATING; AND
           WITH ENERGY EFFICIENCY REPORT                                                                                                                                                                        (VOLUME 2); or                                                   (b) ARE COMPATIBLE WITH THE SIZE OF THE
           (WALLS, ROOF &/or CEILING)                                                                                                                                                                           (b) ENERGY EFFICIENT LIGHTING FOR A MINIMUM OF                TOILET BOWL TO ALLOW FOR PROPER FUNCTIONING
                                                                                                                                                                                                                80 PER CENT OF TOTAL FIXED ARTIFICIAL LIGHTING.               OF THE TOILET.
                                                                                                5°
           RAFTERS SIZED & TIED DOWN                                                                                                                                                                     * HOT WATER SUPPLY                                              * TAP WARE
           TO ENGINEERS' DETAILS                                                                                           OUTRIGGERS TO ENG. SPECS.
                                                                                                                                                                                                            A WATER HEATER IN A HOT WATER SUPPLY SYSTEM CAN BE               IN CLASS 1 AND CLASS 2 BUILDINGS, IN AREAS SERVICED
                                                                                                                                                                                                            AN ELECTRICAL RESISTANCE HEATER OR ANY OTHER TYPE                BY A WATER SERVICE PROVIDER, TAP WARE WITH A
                                                                                                                                                                                                            OF HEATER.                                                       MINIMUM 3- STAR WATER EFFICIENCY LABELLING AND
                                                                                                                     5°                                                                                                                                                      STANDARDS RATING SERVES:
           APPROVED FLASHING                                                                                                                                                                             * SHOWER ROSE                                                           (a) LAUNDRY TUBS; AND
                                                                                                                                                                                                                                                                                 (b) KITCHEN SINKS; AND
                     GF CL                                                                                                                        COLORBOND FASCIA & GUTTERS                                IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL
                                                                                                                                                                                                                                                                                 (c) BASINS.
                     2700                                    LINTELS TO ENGINEERS' DETAILS                                                                                                                  SHOWER ROSES HAVE A MINIMUM 3-STAR WATER
                             GF WH                                                                                                                UNISPAN TO EXT. CEILINGS                                  EFFICIENCY LABELLING AND STANDARDS RATING.
                             2100
           COMMON BRICKWORK                                                                                                                       112x112 TIMBER POSTS
           WITH RENDERED FINISH
                                                                      FAMILY-DINING                              VERANDAH
                                                                                                                                                  ON GAL. STIRRUPS                                                                                                                   NOTES:
                                                                                                                                                                                                                                                                                     TERMITE PROTECTION IS TO BE PROVIDED IN
                                                             100mm CONC. SLAB                                                                                                                                                                                                        ACCORDANCE WITH NCC VOL 2, 3.1.4
                             GF FL
                                                                                                                                                                                                                                                                                     AND AS 3660.1.
                             0
                                                                                                                                                                                                                                                                                     PROVIDE A STATEMENT OF PROTECTION METHOD
                                                                                                                                                                                                                                                                                     FROM A TERMITE MANAGEMENT PROFESSIONAL IN
                                                          SECTION A                                                                                                                                                                                                                  CONJUNCTION WITH THESE DRAWINGS AT THE TIME

                                               A           1 : 100
                                                                                                                                                                                                                                                                                     OF SUBMISSION FOR BUILDING APPLICATION
                                                                                                                                                                                                                                                                                     APPROVAL

                                                                                                                                                                                                                                                                                     ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
                                                                                                                                                                                                                                                                                     WITH THE NCC VOL 2, PART 3.8.1

                                                                                                                                                                                                                                                                                     BUILDER TO ENSURE THAT FALLS, WATER STOP
                                                                                                                                                                                                                                                                                     ANGLES, BOND BREAKERS & HOBS ARE IN
                                                                                                                                                                                                                                                                                     ACCORDANCE WITH AS 3740

                                                                                                                                                                                                                                                                                     REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
                                                                                                                                                                                                                                                                                     BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
                                                                                                                                                                                                                                                                                     DETAILS, SLAB & FOOTING DETAILS AND LINTEL
                                                                                                                                                                                                                                                                                     SIZING & FIXING
                                                                              POWDERCOATED ALUM. WINDOW & DOOR FRAMES
                                                                                                                                                                                                                                                                                     WASTEPIPE SETOUT DIMENSIONS ARE APPROXIMATE.
                                                                                                                                                                                                      SELECTED CLADDING FIXED TO MANUFACTURERS' SPECS.                               SEE MANUFACTURER DETAILS.
           GANGNAIL TRUSSES TIED DOWN




                                                                                                                                           4200
           TO TRUSS MANUF. ENGINEERS DETAILS                                                                                                               8°                                                                                                                        DOOR REBATES SETOUT DIMENSIONS ARE SUBJECT
                                                              8°                                                                                                                                      COLORBOND ROOF SHEETING
                                                                                                                                                                                                                                                                                     TO DOOR MANUFACTURER DETAILS
                                                                                                                                                                                                      FIXED TO MANUF. SPECS.
                                                                                      10mm PLASTERBOARD CEILING & WALL LINING                                                                                                                                                        VANITY FLOOR WASTES ARE IN WALL FRAMES
                     GF CL                                                                                                                                                                                                                                                           (VANITIES ARE WALL HUNG)
                     2700                                                             TIMBER FRAMES TO ENG. DETAILS
                          GF WH                                                                                                                                                                                                                                                      PUDDLE FLANGES TO BE INSTALLED CORRECTLY TO
                          2100                                                                                                                                                                                                                                                       SHOWERS (ALLOW NATURAL FALL)
           ROOF BEAMS TO                                                                                                                                                                              TIE-DOWN AS PER ENG. SPECS.
           ENGINEERS' DETAILS                                                       KITCHEN                           FAMILY-DINING                               GARAGE


                                                                                                                                                                                                      MASONRY TIES TO NCC 3.3.5.10 & AS/NZS 2699.1
                             GF FL
                             0
                                                                                      R.CONC. FOOTINGS TO ENGINEERS' SPECS.


                                                          SECTION B
                                               B           1 : 100
                       -
       APPROVED PLANS
         MCU 21/0088
        NOOSA COUNCIL
         28 JUNE 2021
                       -
                                                                                                      SLAB & FOOTINGS TO ENGINEERS DETAILS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
                                                                                                                                                                                                                           PAGE: SHEET SIZE: REV DRN CHK DETAILS                        DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
                                                                                                                                 CLIENT:                                         PROJECT: PROPOSED REL. RESIDENCE                8       A3                                                               THEY ACCURATELY DEPICT THE HOUSE FOR
                                                         CUSTOM PLAN                              ASPECT HOUSE                   MICHAELA VAN DER STOEP
                                                                                                                                                                                                                                                 *   DS   RW PRELIMINARY DRAWINGS              16/02/21
                                                                                                                                                                                                                                                                                                          CONSTRUCTION.
                                                                                                                                                                                                                              JOB NUMBER:        A   DS   RW MINOR AMENDMENTS                  04/03/21
                                                                                                     PLANS                                                                      LOT 9 ON RP908915                             GJGSCN190273       B   AK   RW SURVEY & CONTOURS ADDED           11/03/21
                                                                                                                                                                                                                                                                                                          JOB SPECIFICATION BY BUILDER TAKES
                                                                                                                                                                                                                                                                                                          PRECEDENCE OVER THESE PLANS.
         GJ NOOSA PTY LTD                                       BEACH FACADE                                                                                                    8 DANDALOO LANE                               SALESPERSON:       C   RW   RW CONSTRUCTION DRAWINGS             13/03/21
                                                                                                                                 DRAWING TITLE:
               QLD                                                                                      QLD                                                                     COOTHARABA, QLD                               CHRIS MCNEIL       D   RW   RW JOB NUMBER CORRECTION             17/04/21   OWNER SIGNED: ............................... DATE: ..........
                                                          © COPYRIGHT EXCLUSIVE                                                                                                                                               DATE:                                                                       OWNER SIGNED: ............................... DATE: ..........
           QBCC 1303975                                   TO G.J.GARDNER HOMES                       QBCC 1257937               SECTIONS/QDC NOTES                                                                             17/04/2021                                                                 BUILDER SIGNED: .............................   DATE: ..........

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