Skip to the record
The first. The best. The only NoosaWatch™.

Original source · versioned page text

Plans

of 8

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

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

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

Log in to see the plans as drawn
GENERAL NOTES                                                 STANDARD NOTES:                                                      BRICK PIERS/COLUMNS/POSTS
                                                                                                                                    · PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED SLIP
                                                                                                                                      JOINT SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE
  (SITE SPECIFIC)                                             *WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
                                                                                                                                      FOOTING TO ENGINEERS DETAIL
                                                              *FLOOR PLAN DIMENSIONS ARE TO FRAME SIZE ONLY.
                                                                                                                                    · HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT LINE
                                                              FRAMING                                                                 U.N.O.
                                                               · ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH       · USE 330mm BELOW FFL FOR DATUM OF PIER BRICK COURSES
                                                                  A.S. 1684 NATIONAL TIMBER FRAMING CODE & OR ENGINEERS
                                                                  STRUCTURAL COMPUTATIONS.                                          · REFER TO 'Q-TYP-POST TYPES' FOR SHS POSTS DETAILS
                                                               · FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW          TERMITE PROTECTION
                                                                  300mm MIN' DEPTH TO ALLOW FOR SERVICES
                                                               · SPACED & FIXED TO PROVIDE SUPPORT @ 450mm CRS.                     · PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY         A.S.
                                                                                                                                      3660.1
                                                               · FLOOR JOISTS UNDER ALL SHOWERS TO BE STEPPED DOWN 50mm
                                                                  (U.N.O.) REFER DETAIL "QS-TYP-SHOW-02".                          STEPS/STAIRS & BALUSTRADES
                                                               ROOF FRAMING                                                         · ALL STEPS MUST COMPLY WITH NCC 3.9.1.
                                                                                                                                    · BARRIERS & HANDRAILS MUST COMPLY WITH NCC 3.9.2.
                                                               · PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS.
                                                                  PITCH AS SHOWN ON ELEVATIONS.                                    WET AREAS
                                                               · INTERNAL CEILING AREAS SPACED & FIXED AT 600mm MAX. CRS.           · WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 & NCC 3.8.1.
                                                               · EXTERNAL CEILING AREAS SPACED & FIXED AT 450mm MAX. CRS.           · WALL LINING TO WET AREAS TO BE 6mm VILLABOARD U.N.O..
                                                               · SKILLION ROOF SPACED & FIXED AT 900mm MAX.; CRS.                   · CEILING 'DIRECT FIX' 10mm UNISPAN (OR EQUIVALENT) PLASTERBOARD.
                                                               · GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL            · ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON SITE
                                                                  STUDS OR APPROVED LINTEL.                                           TO SUIT. SHOWER TILING TO EXTEND MIN. 20mm ABOVE SCREEN.
                                                                WALL FRAMING                                                       GLAZING
                                                               · EXTERNAL STUD WALLS 70mm TH, U.N.O. @ 600 MAX. CRS                 · WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE NEAREST
                                                               · INTERNAL STUD WALLS 70mm TH U.N.O. @ 600 MAX. CRS                    CORRESPONDING BRICK COURSE.
                                  REVISION TABLE               · ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O.        · WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN. U.N.O.
                    REV    DATE        COMMENT     DR    CH    · LINTEL SIZES TO ENGINEERS DESIGN                                   · ALUMIN. SLIDING WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O.

                     1    02.06.21       STC       PG7 RGO     · WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY            · ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH
                                                                  ADDITIONAL ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL           A.S. 4055 FOR WIND LOADING
                     2    01.07.21      AMD        2ST   --
                                                                                                                                    · ALL WINDOWS WITH A SILL HEIGHT OF 2m OR MORE ABOVE GROUND
                                                               GARAGE DOOR                                                            LEVEL SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125mm, TO
                     3
                                                               · 2100mm GARAGE DOOR OPENING, FRAMING AT 2080mm AFFL                   COMPLY WITH NCC 3.9.2.5 REQUIREMENTS (U.N.O.)
                     4
                                                               · 2130mm GARAGE DOOR OPENING, FRAMING AT 2105mm AFFL                ENERGY EFFICIENCY NOTES
                     5
                                                               · GARAGE DOOR OPENING > 2130mm, FRAMING 25mm BELOW OPENING           · PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS
                     6                                            DIMENSION                                                           (U.N.O.).

                     7                                        CLADDING                                                              · PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS
                                                                                                                                      (U.N.O.)
                     8                                         ROOF CLADDING/PLUMBING                                               · PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
                     9                                         · CLADDING AS SPECIFIED ON ELEVATIONS                                · SEALED GAPS AROUND WINDOWS & EXTERNAL DOORS TO BE INSTALLED
                    10                                         · SELECT COLORBOND FASCIA & GUTTER                                     IN ACCORDANCE WITH NCC 3.5.4.6 & A.S. 2904.

                    11                                         · RAINHEADS / DOWNPIPES TO BE CONNECTED TO U/G DRAINAGE             MISCELLANEOUS
                    12                                         INTERNAL CEILING/WALL - GENERAL.                                     · ALL HWU'S TO BE AS NOMINATED.

                                                               · CEILING 'DIRECT FIX' 10mm UNISPAN PLASTERBOARD (OR APPROVED        · FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED
                    13                                                                                                                TO MANUFACTURERS SPECIFICATIONS
                                                                  EQUIVALENT) U.N.O.
                    14                                                                                                              · ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH
                                                               · WALLS TO BE 10mm PLASTERBOARD U.N.O.
                                                                                                                                      NCC 3.8.3.
                    15
                                                               EXTERNAL CEILING/WALL - GENERAL.                                     · ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH THE
                    16                                                                                                                PLUMBING CODE OF AUSTRALIA, NCC & A.S. 3500
                                                               · CEILINGS 'DIRECT FIX' 10mm UNISPAN (OR APPROVED EQUIVALENT)
                    17                                            PLASTERBOARD U.N.O.                                               · PROVIDE MINIMUM 125mm SLOTTED GUTTERS WITH APPROVED
                                                               · BRICK GAUGE TO SUIT WINDOW HEAD HEIGHT.                              OVERFLOW SPACERS
                    18
                                                               · PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS &     · ALL PLIABLE MEMBRANES TO COMPLY AND BE INSTALLED IN
                    19                                                                                                                ACCORDANCE WITH NCC 3.8.7.2, A.S. 4200.1 & A.S. 4200.2.
                                                                  DOORS WHERE INDICATED BY HATCHING, TO WALLS WITH FACE BRICK
                    20                                            OR BAG & PAINT FINISH. USE BLUEBOARD INFILL (EPS WHERE            · ALL EXHAUST FANS TO BE DUCTED EXTERNALLY TO EAVE VENT OR WALL
                                                                  APPLICABLE) WHEN SELECTED RENDER FINISH TO BRICKWORK. REFER         VENT, AND COMPLY WITH NCC 3.8.7.3.
                    21                                            TO STD INFILL DETAIL SUmmARY "QS-TYP-WIND-05A".
                                                                                                                                   CONCRETE SLAB ON GROUND
                    22                                         · USE F.F.L. FOR DATUM OF WALL BRICK COURSES
                                                                                                                                    · CONCRETE SLAB TO ENGINEERS DETAIL
                    23                                         · A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO
                                                                  ENGINEERS SLAB DESIGN &/OR NCC 3.3.1.8 FOR FULL HEIGHT MASONRY
                     0                                            ARTICULATION JOINT LOCATIONS.                                        STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE):
                     0                                         · ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL              · 70mm STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
                                                                  CAPPING/FLASHING (50mm MIN' LAP TO ALL JOINS WITH CONTINUOUS        COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON
                                                                  SILICON SEAL BETWEEN & 30mm MIN' VERTICAL OVERHANG.)                COMPLETION AND PRIOR TO FINAL CERTIFICATION
                                                               · PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN.      · STEEL FRAMES AND TRUSSES TO COMPLY WITH:
                                                               · RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE              · AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0:GENERAL
                                                                  HOLES ARE KEPT FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED.       PRINCIPLES
                                                               SOFFIT DETAIL                                                        · AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT,
                                                                                                                                      IMPOSED AND OTHER ACTIONS
                                                               · 4.5mm FC SHEET (U.N.O.)
                                                               · SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK.                 · AS/NZS 4600 COLD-FORMED STEEL STRUCTURES

                                                               · FOR BRICKWORK: ADD 160mm TO EAVE WIDTH FROM FRAME IN               · AS4055 WIND LOADS FOR HOUSING
                                                                  LIGHTWEIGHT CLAD AREAS.                                           · AS4100 STEEL STRUCTURES CODE
                                                                  FOR HEBEL: ADD 115mm TO EAVE WIDTH FROM FRAME IN LIGHTWEIGHT      · AS 3623 DOMESTIC METAL FRAMING
                                                                  CLAD AREAS. DISREGARD (PACKING/ CLADDING) .
                                                                                                                                    · AS 3566.1 SELF DRILLING SCREWS
Log in to download the original file

Plans.pdf · 1.4 MB (small file)

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

Full text of the other 7 pages

Page 2

                                                                                                                                                                                                                                                                     SHEET 1 of 2




                                                                                                                                                                                                                                                                                      CLIENT: Metricon Homes Qld Pty Ltd

                                                                                                                                                                                                        ROOFWATER DISCHARGE TO:                                                       SITE ADDRESS:
                                                                                                                                                                                                        Rainwater Storage Tanks
                                                                                                                                                                                                        •Stormwater to be discharged so as to not cause erosion                       Lot 5 Figbird Court,
                                                                                                                                                                                                        or nuisance to adjoining properties
                                                                                                                                                                                                        •Stormwater system to comply with AS3500 Part 3                               Lake Macdonald
                                                              Not part of this BA                                                                                                                       •All other details to Local Government Requirements
                                                                                                                                                                                                                                                                                       REAL PROPERTY DESCRIPTION
                                                                                                     Corner not
                                                                                                      surveyed
                                                                                                                                                                                                        Note: Exisitng sheds on site not part
                                                                                                                                                                                                                                                                                      Lot:        5
                                                                                                                                                                                                        of this building assessment or                                                on:         SP260164



                                                                                       25.62 0"
                                                                                           52'5
                                                                                                                                                                                                        building approval. Not to be used a



                                                                                            6
                                                                                                                                                                                                                                                                                      Area:       9749 m²

                                                                                      322°
                                                                                                                                                                                                        separate accomodation.
                                                                                                                                                                                                                                                                                      Local Authority: Noosa S. C.
                                                                                                                                                                                                                                                                                      Contour Interval: 0.25m
                                                              No Peg Fd
                                                                                                                                                                                                                                                                                      Datum: AHDD (GPS 3DCQ = 0.019m)
                                                                                                                                                                           70
                                                                                      50                                                                                      °2
                                                              117.5




                                                                                   7.                                                                                     14 1'25
                                                        0" 34                   11 7.25                                                                                     0 .3   "
                                                     0'3 37.8                             0                                                                                     16
                                                117.25




                                                                                 11 7.0
                                                              0




                                                 0
                                              4°                                  1116.75
                                                                                                                                                                                                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                 W


                                                                                                                                                                                                                                                                                                                                         W
                                                                                  1
                                                                                                                                                                                                                                                                                                                                     W
                                     117.00




                                                                                         .50
                                                                                                                                                                                                                                                                                                                                     W




                                                                                   116




                                                                                                                                                                                                                                                                                                                             W




                                                                                                                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                     W
                         116




                Stake                                                                     .2    5
                                                                                       116
                            .75




                        11
                          6.5
                             0
                          116                                                                            00 O.Nail
                                                                                                    6.
                              .2 5                                                             11
                                                                                                                       115.7
                                                                                                                                    5
                              11
                                   6.0
                                         0                                                                                          O.Nail
                                                     116.00




                                                                                                                                          115
                                                                       116.00




                                                                                                               O.Nail                            .50
                                                                                                                                                                                                                         Corner not
                                                                                                         .50



                                                                                                                      . 25




                                                                                         5
                                     57. 4'




                                                                                     5.7
                                     285




                                                                                                                                                                                                                          surveyed
                                                                                                     115




                                                                                11                                                        11
                                                                                                                     115
                                        495




                                                                                                                                               5.2
                                         °4




                                                                                                                                                      5
                                                                                                                           115.00




                                                                                                                                                                                                                      123°23'40"
                                                                                                                                          11                                                                                                                                          Disclaimer:




                                                                                                                                                                                                                        19.925
                                                                                                                                               5.0
                                                                                                                                                      0                                                                                                                               The position of Fence Lines, Retaining Walls and other
                                                                                                                                    .75




Not part of this BA                                                                                                                       11                                                                                                                                          detail is indicative only and should not be relied upon
                                                                                                                                114




                                                                                                                                               4 .7
                                                                                                                                                      5                                                                                                                               as depicting the Boundary Lines. This is a plan of
                                                                                                                                                                                                                              Corner not                                              VISIBLE SERVICES ONLY. The location of pegs found
                                                                                                                                                                                               3                               surveyed
                                                                                                                                                                                        54.42                                                                                         have NOT BEEN CHECKED and as such should not be




                                                                                                                                                                                                          27
                                                                                                                                                                                                          16 01'4
                                                                                                                                                                                                 '30"




                                                                                                                                                                                                                           99 . 163
                                                                                                                                                                                               5                                                                                      relied on as marking the corners of the lot. An




                                                                                                                                                                                                             9°
                                                                                                                                                                                                             .42 5"
                                                                                                                                                                                       207 ° 1




                                                                                                                                                                                                                            9
                                                                                                                                                                                                                             °4 7
                                                                                                                                                           70.947                                                                  Corner not                                         Identification Survey should be carried out prior to any




                                                                                                                                                                                                                9



                                                                                                                                                                                                                                  '
                                                                      Corner not                                                                          219°02'50"   Corner not                                                   surveyed                                          construction works.
                                                                       surveyed                                                                                         surveyed                        Corner not
                                                                                                                                                                                                         surveyed
                                                                                                                                                                                                                                              7
                                                                                                                                                                                                                                            30 6°1
                                                                                                                                                                                                                                              .00 0'
                                                                                                                                                                                                                                                 0

                                                                                SITE DESIGNATED BUSHFIRE PRONE




                                                                                                                                                                                                                                      46 42'
                                                                                                                                                                                                                                   26

                                                                                                                                                                                                                                        .2 10
                                                                                                                                                                                                                                                             Corner not




                                                                                                                                                                                                                                         7°
                                                                                                                                                                                                                                                                                             1D Technology Office Park




                                                                                                                                                                                                                                          16 "
                                                                                A Bushfire Hazard Rating of BAL19 to All                                                                                                                                      surveyed                       107 Miles Platting Road
                                                                                                                                                                                                                                                                                             Eight Mile Plains Qld 4113
                                                                                elevations applies to this dwelling. Construction




                                                                                                                                                                                                                                                             107 60
                                                                                                                                                                                                                                                                                             Phone 07 3219 0400




                                                                                                                                                                                                                                                              19.
                                                                                                                                                                                                                                                                                             Fax      07 3219 0900
                                                                                must be in accordance with the relevant parts of




                                                                                                                                                                                                                                                                °53
                                                                                                                                                                                                                                                                  9
                                                                                                                                                                                                                                                                                             Email [email protected]




                                                                                                                                                                                                                                                                    '
                                                                                AS3959-2018.                                                                                                                                                                             Corner not
                                                                                Refer to conditions on permit.                                                                                                                              Corner not                    surveyed      DATE SURVEYED: 22/4/2021
                                                                                                                                                                                                                                             surveyed




                                                                                                                                                                                                                                                       289
                                                                                                                                                                                                                                                         13.2 '30"
                                                                                                                                                                                                                                                                                             SURVEYOR: PD (AP)




                                                                                                                                                                                                                                                                     12.314
                                                                                                                                                                                                                                                                     130°33'
                                                                                                                                                                                                                                                            °2 9
                                                                                                                                                                                                                                                             26
                                                                                POOL FENCING AND GATES MUST COMPLY                                                                                                                                                  Corner not                  SCALE: 1:800
                                                                                                                                                                                                                                                 Corner not
                                                                                                                                                                                                                                                             4.083
                                                                                                                                                                                                                                                                     surveyed         A3 DATE DRAFTED: 22/4/2021
                                                                                WITH AS1926.1, AS1926., THE QUEENSLAND                                                                                                                            surveyed
                                                                                                                                                                                                                                                            220°21'
                                                                                DEVELOPMENT CODE - PART 3.4, THE                                                                                                                                                                      JOB NO.                  PLAN NO. REV
           1:800 - Orig A3
                                                                                BUILDING ACT 1975 AND THE BUILDING
 8    0     8      16         24              32              40                REGULATION 2006                                                                                                                                       FIGBIRD                                  COURT J212388 J212388-01A

Page 3

                                                                                                                                                                                                                                         SHEET 2 of 2

                                                                                                                              No Peg Fd


                                           1                                           TREE
                                                                                       T-0.2Ø
                                      RP223011                                         H-10m                                                                                                                                                                         CLIENT: Metricon Homes Qld Pty Ltd
                                                                                       S-R5m                                                                                                   (Existing Shed)
                                                                                                                           (Shipping Container)
                                                                                                                                                                                                                                                                     SITE ADDRESS:
                                                                                                                                               50                      Not part ofthis BA
                                                    TREE                                                                                     7.                                                                                                                      Lot 5 Figbird Court,
 Provide permanent                                  T-0.2Ø
                                                                                                                                           11

 pool fencing gate                                  H-10m
                                                                                                                                                                                                                                                                     Lake Macdonald




                                                                                                117.5
                                                    S-R5m
 plan prior to final                                                                                                                                  25
                                                                                                                                                   7.




                                                                                                     0
                                                                                                                                              11                                                                                                                  REAL PROPERTY DESCRIPTION
                             TREE                                         "                                                                              0
                             T-0.2Ø                                   '30 4
                                                                    00 .83                                                                            7.0                                                                                                        Lot:        5
                             H-10m                               4°      7                                                                          11
                                                                        3
                                                                                                                                                                                                                                                                 on:         SP260164
                                                                 117.25
                             S-R5m
                                                                                                                                                             .75
                                                                                                                                                       116                                                                                                       Area:       9749 m²
                                                                                                                                                                                                                                                                 Local Authority: Noosa S. C.
        TREE                                                                                                                                                    .50                                                                                              Contour Interval: 0.25m
        T-0.2Ø                                                                                                                                               116
                                           117.00




        H-10m
        S-R5m                                                                                                                                                                                                                                                    Datum: AHDD (GPS 3DCQ = 0.019m)
                  116




Stake                                                                                                                                                                 116.25
                    .75




                                                                                                                                                                                                                                                                                                             W   W   W   W   W



                                                                                                                                                                                                                                                                 T   T   T   T   T




           11
                6 .5
                    0



                                                                                                                                                                                       .00
                                                                                                                                                                                 116            Chainwire Gate
                                                                                                                                                                                   O.Nail
                        116
                           .25
                                                                                                                                                                                                                                                                 Disclaimer:
                                                                                                                                                                                                                                                                 The position of Fence Lines, Retaining Walls and other
                                                                                                                                                                                                                                                                 detail is indicative only and should not be relied upon
                                                                                                                                                                                                                                115.7                            as depicting the Boundary Lines. This is a plan of
                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                 VISIBLE SERVICES ONLY. The location of pegs found
                                                                                                                                                                                                                                                                 have NOT BEEN CHECKED and as such should not be
                                                                                                                                                                                                                                                                 relied on as marking the corners of the lot. An
                                                                                                                                                                                      TBM                                                                        Identification Survey should be carried out prior to any
                                  11                                                                                                                                            Nail in Driveway
                                    6.0                                                                                                                                                                                                                          construction works.
                                       0                                                                                                                                       RL 115.87m AHDD


                                                                                                                                                    Gravel
                                                                                                                                                    Driveway                                                                             O.Nail


                                                                                                                                                                                                                       O.Nail                                                    1D Technology Office Park
                                                                                                                                                                                                                                                  115                            107 Miles Platting Road
                                                                                                                                                                                                                                                        .50
                                                                                                                                                                                                                                                                                 Eight Mile Plains Qld 4113
                                                                          116.00




                                                                                                                                                                                                                                                                                 Phone 07 3219 0400
                                                                                                                                                                                                                                                                                 Fax      07 3219 0900
                                                                                                                                                                                                                                                                                 Email [email protected]
                                                                                                                  116.00




                                                                                                                                                                                                                                                                   DATE SURVEYED: 22/4/2021
                                                                                                                                                                                         .50




                                                                                                                                            5                                                                                                                           SURVEYOR: PD (AP)
                                                                                                                                                                                        115




                                                                                                                                         5.7

                                                                                                                                                                                                                       .25
                                                                                                                                       11
                                                                                                                                                                                                                      115                         11                       SCALE: 1:200
                                                                                                                                                                                                                                                       5.2
                                                                                                                                                                                                                                                             5   A3 DATE DRAFTED: 22/4/2021
                                                                                                                                                                                        5000L provision reqd for
                                                                                                                                                                                        Fire fighting purposes with                                              JOB NO.                           PLAN NO. REV
                                                                          1:200 - Orig A3                                                                                               a standard fire brigade
                                                        2    0             2       4       6             8   10                                   (Existing Shed)                       fitting.                                                                 J212388 J212388-01A

Page 4

 

\ 3480 \ 7190 j 8400 1930)

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE: 7 (OUTDOOR ROOM) 7 1 10V 7 7
600mm _eave UNO. 350, , 3130 7 4090 4700, 1620 30
(Plier)? 7 (OPENING) 1930 CIVING/ DINING) 70" WV) "7QPTRY)70
70y 2590 Lb 3000 y» 2090 4 3280 yp 790 1140
W (TRY) “0 WEDIA) 70 (ENSUITE) 70" ee 1) 70" {rent ?)
70 770 1000 6204 2200 409 2020 4,140 16
TT REFTT PENT 7O" Toren 7 TQ wi) 17
+ ear Hepat
(OUNTED APPROX. LOCATION 230
cooee Be . 470 x. CAS t MU OF ELEC. SOLAR gen (CLAD +1080, 20 40x AON 3S
BB88383 8 8) | oe, OPT8-08. ust eave 18-06 mes Nf _ ater 3
1 roe = = + FF. oO > ad
Ji 8 > x S 1,240 740 7 l 18-18 | P 09-06 Ne 7F a 2 4 4
1 t— aE CO!> eee ee OL oo z for . : 7 + \ =
= Re =—.7——
Bi Zig ole | | BEAM GTEAD 2600 | t yo CL L LINEA R 3
le | == "| is \ 3600 Pe itn | indreeo | UO rE - | WeATHERpoARD lg
8 IS + FS és 3 MICROWAVE 7 a Pu ale
Bk ofS SE |. |< gig | I N ? f PR (510N—"—~ KIT is | Bava cara ky ) | oS “lose 2
BS —|15 S15 9 I ix 2 any
IB Sig > 2 gk 38 Is OUTDOOR io [LIVING | 23 py Me sp Ki le | a nie + 3
Is 2 <2 If 140 = of S
P gf S| “2 1g ROOM \ J Esleoll 2600 twee TH SSE — fs 5s ge gi
Sez s 4 DISHWASHER 2 re L ~{ = Lio BE Bie
Ze85| |g¢ 3 as| ape e\ Hey) le | SEA loo s
ee on az = L,—4— ~ ¥—— yoo S, o : TE a>
= a F t . i at
8 R < Sie = 4 % i) MECH teexcr " 4 ~ GIMBERPR | FR SESSe
N _—~ = Sis A Sle hw _~
Se f +esa8 S29 el wee i EN aL ENTRY Bs o2ol'|_ PORTICO “6 =§ 2
iw — co
ge? | sRSES Li pep 2 88 De] ONT ~ DINING Weal , Pan eee PEA OVE rou = Te See BE
OS ne EOS = 8 / 2600 ERY FUL LINN __|ls “\ HIRT 200k “s OMY orRUPS ~ oe nie
S a= JS poo co SD. : BHEAD T spH aq ly
we “TY 210 Mx —
o o ools & / 50 A | ; GUTTER
3] 72 7 % = ® FE oo a i re
_— ol —= . =
o N R Sik I 8 820 T TH ira GARAGE | = g
2 | gk se a tense | gig o
geteee ig ill sw nos Teale] “Somes | a:
fay ! Z = Mi WALL = oe
AIS gle SIS x _ = sir iNT 529 ? Page Fa BOARD LINEDWALLS | | Ss 6
MmIS r == i _ .
“= | gis | / 8/83 730-867 12-15 SY \ |
4+ 4 £2) 8 = rc — Bef . . |
afer er ar Te oP 1 12-18 DP, 8 cry 820 RY.
go2 8 8 Lom "Ae et Mor 4 ef
ne a =S $< a Sh aed
_—_i x. 2570 12-18 FLUSH EAVE 8
230.) 2810 psd, 4090 4 1680 4, 1820 470
7 (ED 2) 797)" 70 (DINING) 70" ~~ (we) 70" LIne) 7
230,, 2810 1130 y 3490 yo 70,60 7670 4230 ZN
7 (STUDY) 70 ~=70 (ED 3) mW 70 (ENTRY) aa A \
23044 3410 30, 3490 , 1680 , 1820 4 6010 760 1750 4,140
m4 TUDY) TRA 70 BED 3) ATQLDRI7O" BATH 70" (GARAGE) 2301 WB) (PEN) TT )
70 230, 4° 44250
8030 3250 6470 , 2250
7

 

 

 

FLOOR PLAN t 70000 (GARAGE OVERALL)
| : | OO , (OVERALL)

a

 

 

 

 

 

NOTE: AREAS: carace: | 3636 sewJoesion: LLICENT 2O owesR. & L., CARDDNO]
ITER 10 OOM (UND) ITER. NED cro Fur: | 14674 SM] oDoOR RMe| 1378 SQM] FACADE: YALE CEILING: 25, L FREEDOM m LOT 5 FIGBIRD COURT]
“ LAKE MACDONALD

NOTE: PROVIDE ELECTRIC SOLAR POWER SYSTEM PORTICO: 8910 50M) GARAGE: DOUBLE

 

 

 

NOTE: PROVIDE BUSHFIRE HAZARD REQUIREMENTS BY METRICON JOB NO: 722552 |MST VER: MAR 2021

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FLOOR PLAN 209 Robina Town Centre Drive, Robina, QLD 4226 . .
Te 07 5501 7200 Fax: O7 5562 2194. PERMIT No: OWS: N4
Metricon Homes CLD Pty Ltd is licensed under the QBCC Act 1991
SUBTOTAL: 14674 SQM] TOTAL: 20580 SQM] METRICON HOMES OWNS COPYRIGHT IN THIS DRAWING. | ICace Lines saga, ABW Calton case arose AMENDED SHEET:
UNAUTHORISED USE, REPRODUCTION OR ADAPTION 15 | ocpraGHT 2009 reproduction forbidden. Uncthatced use, reproduction or BA PLANS
1580 SQR 22.15 SQR| FORBIDDEN AND WILL BE PROSECUTED. adoption is forbidden and will be prosecuted. DATE : 01.07.21 2ST 2 of 4

 

Page 5

 

 

IMPORTANT NOTE:
REFER TO FACADE DETAIL
REF. NO. Q-TYP-YALE-O1

 

 

 

5626

(PAD - RIDGE HT)

2565
(PAD - EAVE HT)

ELEVATIONS 11100

LINEA WEATHERBOARD CLADDING
TO DUTCH GABLE (REFER TO DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

    

 

 

Q5-TYP-INFI-O1 TYPE B) PORTICO CEILING (U.N.O)
FIRE RESISTANT TIMBER STOPS TO HEIGHT TO TOP OF
FRONT ELEVATION EXTERNAL ENTRY DOOR FRAME
SELECTED CORNERS AND WINDOWS
CAD ENTE LINEA WEATHERBOARD
Sie OF CARACE BEA ree TO CLADDING
_ _ ___FACADE DETAIL _ — ot _ 3
I 5 r
ge Ee 2 6 ff
olSo 8 O|5 Ool<
lx e SRS BS SI
<—|s ~ ONY N
a|6e Zu ‘Ss “ES
& |©& Is
af . roe
F.F.L.116.585 AHD S — oh _
f 3
G.L. 116.200 AHD DP DP OP 2
2NO_140X140MM TIMBER POSTS = / es)
DOUBLE SECTIONAL / ON GALV. STIRRUPS W/- 220H eee FRAMED ce FULL SASH m
OVERHEAD DOOR X 30MM THICK PLINTH TOP & FEATURE ENTRY AWNING WINDOWS TO
BOTTOM W/ MITRED CORNERS DOOR W/ SELECTED FRONT ELEVATION ONLY
GLAZING UNO.
FLAT PROFILE TILES AT
26 DEG, PITCH 2700
W/ SARKING UNDER GABLE) 200
(VERGE)
SELECTED COLORBOND
EXPOSED PORTICO
FASCIAS & GUTTERS Ex oreD PORTTIC
FACADE DETAIL
= FLUSH EAVE 5 3
3 FE ofS ols
als S Saks a
ola NH Qion &
m 2 Nz o Ss
fe =z fF

ALUMIN DOOR FRAME
W/- TIMBER HALF LIGHT
GLAZED DOOR AND
SELECTED INFILL ABOVE

  

FACE BRICKWORK

ELEVATION B.

  
 
  
    
 
 

  

  
  

    

   
 

  

WEATHERBOARD
CLADDING

2NO_140X 140MM TIMBER POSTS
ON GALV. STIRRUPS W/- 20H
X 20MM THICK PLINTH TOP &
BOTTOM W/ MITRED CORNERS

  
   

 

NOTE:
600mm eave UNO.

 

 

NOTE: PROVIDE BRICKWORK
ABOVE FRONT ENTRY DOOR

 

 

 

  
  
 

385

 

NOTE:

PROVIDE SELECTED SCREENS TO ALL OPENABLE
WINDOWS AND EXTERNAL HINGED DOORS
(EXCLUDING FRONT ENRTY DOOR)

 

 

 

mse LUCENT 2O

m

omerR, & L. CARDNO|
LOT 5 FIGBDIRD COURT

 

 

 

 

FACADE: YALE CEILING: 25, L
FREEDOM | 422

GARAGE: DOUBLE LAKE MACDONALD

ELEVATIONS BY METRICON JOB NO: 722552 |MST VER: MAR 2021

FE teas ae GD 4226 PERMIT No: __ DWS:N4
Metricon Homes QLD Pty Ltd is licensed under the QBOC Act 1991

Wirenies tsetnccicra ae howmans [Goto omE Swoumeue me” | 6 BAUpLANS |S

FORBIDDEN AND WILL BE PROSECUTED. adoption is forbidden ond will be prosecuted. DATE : 01.07.21 2ST >of 4

 

 

 

 

 

 

 

 

Page 6

 

 

NOTE:
600mm eave UNO.

 

 

 

2580
(OVER PLATES)

2550
(FLR-CEIL. HT)
2120
(WIN. HEIGHT)

385

FIRE RESISTANT TIMBER STOPS TO

FRONT ELEVATION EXTERNAL CORNERS

2550
(FLR-CEILING)
2120

(WIN. HEIGHT)

2580
(OVER PLATES)

 

2NO_140X140MM TIMBER POSTS

  

ON GALV. STIRRUPS W/- 2201
X 30MM THICK PLINTH TOP &
BOTTOM W/ MITRED CORNERS

ELEVATIONS 11100

 

2700
200 (CABLE)
(VERGE)

  

FLUSH EAVE TO
SIDE OF GARAGE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ELEVATION C.

 

    

a

 

| a7
=

| 2
L- 7 EXPOSED PORTICO BEAM
REFER TO FACADE DETAIL

  

LINEA
1080 WEATHERBOARD
RETURN) CLADDING

ELEVATION D.

ALUMIN. SLIDING DOOR
W/- DECAL AND
SELECTED INFILL ABOVE

DP{ OP

TIMBER FRAMED HOLLOW
CORE EXTERNAL DOOR
W/- SELECTED INFILL
ABOVE

APPROX. LOCATION OF
ELEC. SOLAR PANELS

FACE BRICKWORK

ALUM AWNING
WINDOWS TO SIDE

F.F.L.116.585 AHD
G.L. 116.200 AHD

  
 
 
  
 
 
  
 

FLAT PROFILE TILES AT
26 DEG. PITCH
W/ SARKING UNDER

SELECTED COLORBOND
FASCIAS & GUTTERS

    

   

  
  
       

   

ELEVATION UNO

 

NOTE:

PROVIDE SELECTED SCREENS TO ALL OPENABLE
WINDOWS AND EXTERNAL HINGED DOORS
(EXCLUDING FRONT ENRTY DOOR)

 

 

 

mse LUCENT 2O

FREEDOM | 1%

omerR, & L. CARDNO|

 

 

 

 

FACADE: YALE CEILING: 25, L | LOT 5 FIGBIRD COURT]
metricon
GARAGE: DOUBLE LAKE MACDONALD
ELEVATIONS BY METRICON JOB NO: 722552 |MST VER: MAR 2021

FE teas ae GD 4226 PERMIT No: __ DWS:N4
Metricon Homes CLD Pty Lid is licensed under the CBOC Act 1991 AMENDED .

UNAUTHORISED USE, REPRODUCTION OF ADAPTION 5 | CECE Lomee sCEE2, NSW Bue en SESGAC BA PLANS SHEET:

FORBIDDEN AND WILL BE PROSECUTED. adoption is forbidden ond will be prosecuted. DATE : 01.07.21 2ST 4 of 4

 

 

 

 

 

 

 

 

Page 7

 

 

 

 

 

 

   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
600mm eave UNO.
POOL NOTES:
FLAT FROPILE TILES AT 1. TOP OF POOL F.S.L. IS THE FINISHED SURFACE
W/ SARKING UNDER LEVEL OF TOP OF COPING (IF SELECTED) .
2. TOP OF POOL EQUIPMENT SLAB/S MUST BE
LOCATED TO ENSURE THERE IS MINIMUM 75mm
VISUAL TO TERMITE CONSTRUCTION LINE. ALL
POOL EQUIPMENT TO BE MINIMUM 75mm OFF
ADJOINING WALL.
2600. BULKHEAD FSS
J \ ol Of—
BED | | / \]} DINING |, LIVING Bis Ble LS
( SP ENING peeseeesayf eet 1O/S 1 s
\ / 2 4000
— - DWELLING| OUTDOOR ROOM 4+——_WIN.
a) fw -------------| ------------- == | FSL.140NM BELOW FFL
F.F.L. 116.585 AHD 7S po i an
WAFFLE POD SLAB crusts | unc ron |
G.L. 1 1 6.200 AHD , FINISHED SURFACE TO FALL AWAY FROM POOL TO Wvonnnnnnnnn7 :
NOTE: REFER ENGINEERS FOOTING DESIGN. GRATEIORAIN BY GUSTOVER (UNO)
SOIL CLASSIFICATION ‘HI '
REFER SOIL REPORT (202489)
oie; LUCENT 2O omerR, & L. CARDNO|
FACADE: YALE CELING: 25, L FREEDOM | IM_—sCLOT 5 FIGBIRD COURT
metricon
GARAGE: DOUBLE LAKE MACDONALD
SECTION BY METRICON JOB NO: 72252 |MST VER: MAR 2021
209 Robina Town Centre Drive, Robina, QLD 4226 . .
Tek O7 S501 7200 Fax O7 5562 294 PERMIT No: __ DWS:N4
Metricon Homes QLD Pty Ltd is licensed under the QBOC Act 1991 AMENDED .
METRICON HOMES OWNS COPYRIGHT IN THIS DRAWING. i i i SHEET:
UNAUTHORISED USE, REPRODUCTION OF ADAPTION 1S | trance “are mreaaie erie tohetog cet veda or BA PLANS
FORBIDDEN AND WILL BE PROSECUTED. ‘adoption is forbidden and vill be prosecuted. DATE : 01.07.21 2ST 5 of 9

 

 

 

 

 

 

Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FLOOR COVERING PLAN 1:100

 

 

 

 

 

 

 

FLOOR COVERINGS LEGEND:

 

 

 

 

 

 

WET AREA
TILES = 123,08 50M

TILED = 57.11 SQM

CARPET= 5626 SQM

 

 

mse LUCENT 2O

FACADE: YALE CEILING: 25,L
GARAGE: DOUBLE

FREEDOM | IY)

metricon

ower, & L. CARDNO
LOT 5 FIGBIRD COURT,
LAKE MACDONALD

 

FLR. COVER PLAN

BY METRICON

JOB NO: 722552 |MST VER: MAR 2021

 

 

 

 

METRICON HOMES OWNS COPYRIGHT IN THIS DRAWING.
UNAUTHORISED USE, REPRODUCTION OR ADAPTION IS
FORBIDDEN AND WILL BE PROSECUTED.

 

209 Robina Town Centre Drive, Robina, QLD 4226

Tel: 07 5501 7200 Fax: 07 5562 2194.

Metricon Homes QLD Pty Ltd is licensed under the QBOC Act 1991
{CBCC Licence 40992), NSW Builders License 36654C.

COPYRIGHT §=— 2009 reproduction forbidden. Unathorised use, reproduction or
‘adoption is forbidden ond will be prosecuted.

 

 

PERMIT No: __ OWS:N4
AMENDED SHEET:
BA PLANS
NATE +11 97 91 9QT 9 of gq

 

 

 

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

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

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