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B210717 Concepts A

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                                                                                                                                                                                                           SCHEDULE OF PAGES:

                                                                                                                                                                                                           COVER PAGE                               1
                                                                                                                                                                                                           SITE PLAN                                2
                                                                                                                                                                                                           LOWER FLOOR PLAN                         3
                                                                                                                                                                                                           ELEVATIONS                               5




                PROPOSED RESIDENCE
                                                                                                                                                                                                           SEE SUPPLEMENTARY PAGES FOR
                                                                                                                                                                                                           BUSHFIRE REQUIREMENTS (BAL 19)




                LOT 190 ON MCH1261
                9 RULES ROAD
                POMONA, QLD
                                                                                                                                    FRONT VIEW 1
                                                                                                                                    NTS




                                                                                                                                                                                                              Livable|Sustainable|Accessible|Desirable

                                                                                                                                                                                                              P: (07) 41289065
          FRONT VIEW 2                                                                                                                                                                                        E: [email protected]
          NTS                                                                                                                                                                                                 PO Box 7330, Urangan QLD 4655
                                                                                                                                                                                                              QBCC 1257937
                                                                                   ISSUE DATE     DRWN CHKD COMMENTS                                                                                DATE
                                                  THESE DRAWINGS AND DESIGN ARE                                                           PROJECT              JOB SPECIFICATION BY BUILDER TAKES
                                                  COPYRIGHT AND WILL NOT BE USED     *   19/08/2021 RW   RW CONCEPT FLOOR PLANS                                PRECEDENCE OVER THESE PLANS                 COVER PAGE
                                                  OR REPRODUCED BY ANY MEANS,                                                             PROPOSED RESIDENCE
                                                                                    A    01/09/2021 RW   RW AMENDMENTS - CONCEPTS
                                                  WHOLLY OR PARTLY WITHOUT PRIOR                                                                               CLIENT                   SALES              PROJECT STATUS
                                                  WRITTEN PERMISSION FROM -
                                                  BESPOKE BUILDING DESIGN                                                                                                                                                              CONCEPT PLANS
Livable|Sustainable|Accessible|Desirable
                                                                                                                                          CLIENT                LOCATION                                   SCALE       SHEET SIZE   CLASS    WIND       ISSUE
P: (07) 41289065                           DO NOT SCALE FROM THIS DRAWING
                                                  VERIFY ALL DIMENSIONS PRIOR TO                                                                                LOT 190 ON MCH1261                         INDICATED     A3         1a                      A
E: [email protected]
                                                  COMMENCEMENT OF ANY SITE WORKS
PO Box 7330, Urangan QLD 4655                                                                                                                                   9 RULES ROAD                               DRAWING FILE NUMBER        PAGE
QBCC 1257937
                                                  AND REFER ANY DISCREPANCIES TO
                                                  BESPOKE BUILDING DESIGN                                                                                       POMONA, QLD                                B210717                                      1
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Page 2

PATHWAY & DRIVEWAY NOTES:
                                                                                                                                                                                                                                             REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%).                                                                                                                                                                                                               LOT 190          ON MCH 1261
                                                                                                                                                                                                                                             SITE AREA        15840 sqm
THE MAXIMUM GRADE OF DRIVEWAYS SHALL                                                                                                                                            R ES                                                         SITE COVER       306 sqm (TBA%)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE                                                                                                                                              ER V                                                  LOCALITY         POMONA
NEAR THE MAXIMUM, A TRANSITION ZONE AT
                                                                                                                                                                                           ES                                                LOC. GOV.        GYMPIE R.C.
EITHER END MAY BE REQUIRED. REFER TO NCC
                                                                                                                                                                                    38 .         TRE
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.
                                                                                                                                                                                         6
                                                                                                                                                                                  23 ° 84 m
                                                                                                                                                                                      0 3'
                                                                                                                                                                                                     E         T
                                                                                                                                                                                           00"
CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND




                                                                                                                                                                                                                                                                                  N
ROAD KERB.
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.

PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
AND LEVELLED.

AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND                                                                                                                                                                                                      SITE NOTES:
TAPED.
                                                                                                                                                                                                                                             POSITION OF DWELLING TO BE CONFIRMED BY
SLAB THICKNESS SHALL BE:




                                                                                                                                   D
                                                                                                                                                                                                                                             CLIENT PRIOR TO ANY SITE WORKS
 PEDESTRIAN PATHWAYS - 75mm THICK WITH 1




                                                                                                                                 OA
 LAYER SL52 MESH,                                                                                                                                                                                                                            ALL STORM WATER, DOWN PIPES, RAIN WATER
 VEHICULAR DRIVEWAYS (TO 3t GROSS) -                                                                                                                                                                                                         TANKS & SITE DRAINAGE TO BE SIZED & LOCATED




                                                                                                                            SR
 100mm THICK WITH




                                                                                                                                               m
                                                                                                                                                                                                                                             BY THE HYDRAULIC CONSULTANT/PLUMBER IN




                                                                                                                                              0"
 1 LAYER SL62 MESH.




                                                                                                                                           10
                                                                                                                                                                                                                                             ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2




                                                                                                                                           '0
                                                                                                                            LE

                                                                                                                                      2 .0
                                                                                                                                                                                                                                             AND QDC MP4.2/LOCAL PLANNING SCHEME




                                                                                                                                             25
                                                                                                                        RU
30mm MINIMUM TOP COVER TO ALL                                                                                                                                                                                                                HOUSE CODE




                                                                                                                                      21
                                                                                                                                           9°
REINFORCEMENT, CONCRETE STRENGTH SHALL




                                                                                                                                       29
BE N20 MINIMUM.                                                                                                                                                                                                                              BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
                                                                                                                                                                                                                                             MANHOLE POSITIONS MATCH THOSE AS SHOWN
JOINTS ARE REQUIRED IN ALL CONCRETE                                                                                                                                                                                                          BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
PATHWAY AND DRIVEWAY SLABS -                                                                                                                                                                                                                 DISCREPANCIES MUST BE BROUGHT TO THE




                                                                                                                                                                                                 90° 00' 00"
                                                                                                                                                                                                 168.497 m
                                                                                                                                                                                                                                             ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE                                                                                                                                                                                                      RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES,                                                                                                                                                                                                                CONSTRUCTION

EXPANSION JOINTS SHALL BE PROVIDED AT 15                                                                                                                                                                                                     BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12                                                                                                                                                                                                         PLATFORMING METHOD ON SITE PRIOR TO
DOWEL BARS AT 400 CENTRES ALONG THE                                                                                                                                                                                                          COMMENCEMENT OF ANY WORKS. FINISHED
JOINTS IN 100mm THICK SLABS,                                                                                                                                                                                                                 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
                                                                                                                                                                                                                                             AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
CRACK CONTROL JOINTS SHALL BE PROVIDED                                                                                                10000                                                                                                  COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A                                                                                                                                                                                                      THE FINISHED SURFACE IMMEDIATELY
CRACK WOULD OCCUR (i.e. RE-ENTRANT                                                                                                                                                                                                           SURROUNDING THE BUILDINGS TO COMPLY WITH
CORNERS). JOINTS SHALL BE LOCATED SO THE                                                                    PROPOSED RESIDENCE                                                                                                               NCC VOL2, 3.1.3.
LONGEST SIDE OF ANY SLAB PANEL IS NO                                                                        POSITIONS TBC
MORE THAN 1.5 TIMES THE LENGTH OF THE                                                                         24                                                                                                                             SURFACE DRAINAGE IS TO DISCHARGE EVENLY
SHORTEST SIDE.                                                                                                   66                                FUTURE POOL                                                                               WITHIN THE SITE AND WITHOUT NUISANCE TO
                                                                                                                    4
                                                                                                                                                                                                                                             ADJOINING PROPERTIES.
ANY ANGLE FORMED BETWEEN JOINTS OR                                                                                                                                  CLEARANCE AREA (1000sqm)
JOINTS AND THE SLAB EDGE SHALL BE NO LESS                                                                                                                                                                                                    ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THAN 75°, DUE TO THE VARYING NATURE OF                                                                      9x8m SHED
                                                                                                            (by others)                                                                                                                      THE PONDING OF WATER.
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE                                                                                                                                                                                                     CUT AND FILL BATTERS NOT TO EXCEED A
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE                                                    20
                                                                                                 00                                                                                                                                          MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
DESIGN.                                                                                             0
                                                                                                                                                                                                                                             THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC




                                                                                                                                                                     16500
                                                                                                                                                                                                                                             CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
                                                                                                                    10000




THESE NOTES ARE PROVIDED AS A GENERAL                                                                                                                                                                                                        SLOPING SITES.
SPECIFICATION ONLY.
                                                                                                                                                      139.690 m                                                                              1000 MAXIMUM HIGH TIMBER RETAINING WALLS
REFERENCE SHOULD BE MADE TO 'CEMENT,                                                                                                                 179° 35' 00"                                                                            WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
CONCRETE & AGGREGATE AUSTRALIA - GUIDE                                                                     63000
                                                                                                                                                                                                                                             STORMWATER LINE) AND GRANULAR BACKFILL
TO CONCRETE FOR HOUSING 2007, PATHS AND
                                                                                                                                                                                                                                             BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
                                                                                                                                                                                                                                             SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2006'.
                                                       SITE PLAN                                                                                                                                                                             THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
                                                                                                                                                                                                                                             OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
                                                        1 : 1000                                                                                                                                                                             ABOVE FINISHED GROUND LEVEL, ONLY IF
                                                                                                                                                                                                                                             INDICATED ON THE PLANS AND TO LOCAL
                                                                                                                                                                                                                                             AUTHORITY APPROVAL.

                                                    THESE DRAWINGS AND DESIGN ARE    ISSUE DATE     DRWN CHKD COMMENTS                                                                                                                DATE
                                                    COPYRIGHT AND WILL NOT BE USED
                                                                                                                                                       PROJECT                                   JOB SPECIFICATION BY BUILDER TAKES
                                                    OR REPRODUCED BY ANY MEANS,
                                                                                       *   19/08/2021 RW   RW CONCEPT FLOOR PLANS
                                                                                                                                                       PROPOSED RESIDENCE                        PRECEDENCE OVER THESE PLANS                 SITE PLAN
                                                    WHOLLY OR PARTLY WITHOUT PRIOR    A    01/09/2021 RW   RW AMENDMENTS - CONCEPTS
                                                                                                                                                                                                  CLIENT                  SALES              PROJECT STATUS
                                                    WRITTEN PERMISSION FROM -
                                                    BESPOKE BUILDING DESIGN                                                                                                                                                                                              CONCEPT PLANS
 Livable|Sustainable|Accessible|Desirable
                                                                                                                                                       CLIENT                                     LOCATION                                   SCALE       SHEET SIZE   CLASS    WIND     ISSUE
 P: (07) 41289065                            DO NOT SCALE FROM THIS DRAWING
                                                    VERIFY ALL DIMENSIONS PRIOR TO                                                                                                                LOT 190 ON MCH1261                         INDICATED     A3         1a                   A
 E: [email protected]
                                                    COMMENCEMENT OF ANY SITE WORKS
 PO Box 7330, Urangan QLD 4655                                                                                                                                                                    9 RULES ROAD                               DRAWING FILE NUMBER        PAGE
 QBCC 1257937
                                                    AND REFER ANY DISCREPANCIES TO
                                                    BESPOKE BUILDING DESIGN                                                                                                                       POMONA, QLD                                B210717                                   2

Page 3

       2
                                                                                                                                                                                                                                              FLOOR AREAS:
3      5      1                                                                                                                                                                                                                                LOWER                163.01 m²
                                                                                                                                                                                                                                               Area                 92.56 m²
       4                                                                                                                                                                                                                                       Total                255.57 m²




                                                                                                  18930




                                                                                                                                                                                                                                                                                       N
                                                                                  6000                                       2000
                                                                  2118                         2118                            1815
                                                                              FIREPLACE                                                                                                                                                      WALL LEGEND
                                                                                                                                                                                                                                             EXTERNAL WALLS
                                                                                                                                                                                                                                                      - CLADDING - TO BUILDER'S SPEC.
                                                                                                                                                   F2115    2131STK-SGD                                                                               - 90mm TIMBER STUD FRAME (UNO)
                                                                                                                                                                                                                                                      - 10mm PLASTERBOARD LINING (GENERAL)




                                                                    3600
                                                                                                                                                                                                                                                      - 10mm 'WET STOP' OR EQUIV' (WET AREAS)
                                                                                                                                                                                                                                             INTERNAL WALLS
                                                                                                                                                                          L1506                                                                       - 70mm TIMBER STUD FRAME (UNO)




                                                                                                                                                                                          3000
                                                                                                     STEP                                                                                                                                             - 10mm PLASTERBOARD LINING (GENERAL)
                                                                           4800                                                     UP                                                                                                                - 10mm 'WET STOP' OR EQUIV' (WET AREAS)
                                                                                                     STEP            820




                                                                                                                                                                                  F1515
                                                                                                                                                                          SEAT
                                                     D1809                                                                                                                                                                                   REFER TO ENGINEERS DETAILS FOR




                                                                                                                                                 ST TEP
                                                                                                                                                                                                                                             ARTICULATION JOINTS IF REQUIRED




                                                                                                                                                   EP
                                                                                                                                                   S
                                                                    1130
                                            820




                                                                                                                      CH2700mm
                                                                                                                               720cs                                                                                                         LEGEND:




                                                                                                                                                                                  D1809
                                                        820
                                                                                          820fs                                                                                                                                              C1 DENOTES - 75x75 SHS POST




                                                                                                   930
                          D1806
                  11650




                                                                                                                                                                                                                                              S DENOTES - PHOTOELECTRIC SMOKE ALARM
                                                                                                                                                                                                                                                          TO NCC VOL 2, 3.7.5 & AS 3786




                                                                                                                                                                                          3730
                                                                                                                                                                                                                                                          (MAINS POWERED & INTERCONNECTED)
                                     3200




                                                                                                                                         720cs
                                                                                                   2200                                                                                                                                      G DENOTES - GAS BOTTLE/HWS LOCATION AS PER
                                                                                                                             2000                          6300
                                                                                                                                                                                                                                                         AS 5601
                          D1806




                                            3600                                                                                                                                                                                             HW

                                                                                                                                                                                                                                             FLOOR PLAN NOTES:
                                                                                                                        720cs
                                                                                                                                                                                                                                             TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
                                                                    6000




                                  D1806                                                                                                                           F0624                                                                      WITH NCC VOL 2, 3.1.4 AND AS 3660.1.

                                                                                                                                                                                                                                             PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
                                                                                  6000                                                                                                                                                       TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
                                                                                                                                                                                                                                             WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
                                                                                                                                                                                                                                             BUILDING APPLICATION APPROVAL.
                                                                                                                        3310




                                             D0906
                                                                                                              900




                                                                                                                                                                                                                                             TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
                                                                                                                                                                                                                                             OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
                                                                                                                                                                                                                                             1.2m TO WC PAN

                                                                                                                                                                                                                                             INSECT/SECURITY SCREENS TO WINDOWS AND DOORS
                                                                                                                                                                                                                                             ARE AS PER BUILDERS SPECIFICATIONS UNO
                                                                                                                      820
                                                                              2148PLD                                                                                                                                                        CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
                                                                                                                                                                                                                                             APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
                                                                                                                                                                                                                                             AND LOCAL AUTHORITY

                                                                                                                                                                                                                                             OPENING WINDOWS IN BEDROOMS MUST BE PROVIDED
                                                                                                                                                                                                                                             WITH PROTECTION AS PER NCC 3.9.2.6 IF 2M OR MORE
                                                                                                                                                                                                                                             ABOVE THE SURFACE BENEATH

                                                                                                                                                                                                                                             TREADS, RAMPS AND LANDINGS MUST HAVE A SLIP-
                                                                                                                                                                                                                                             RESISTANCE CLASSIFICATION NOT LESS THAN LISTED IN
                                                                                                                                                                                                                                             NCC VOL 2 TABLE 3.9.1.4

                                                                                                                                                                                                                                             MECHANICAL VENTILATION (mv) TO BE IN ACCORD.
                                                                                                                                                                                                                                             WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
                                                                                                                                                                                                                                             (DISCHARGE TO EXTERNAL AIR)


              LOWER 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

                                                              THESE DRAWINGS AND DESIGN ARE        ISSUE DATE         DRWN CHKD COMMENTS                                                                                              DATE
                                                              COPYRIGHT AND WILL NOT BE USED
                                                                                                                                                              PROJECT                            JOB SPECIFICATION BY BUILDER TAKES
                                                              OR REPRODUCED BY ANY MEANS,
                                                                                                         *   19/08/2021 RW      RW CONCEPT FLOOR PLANS
                                                                                                                                                              PROPOSED RESIDENCE                 PRECEDENCE OVER THESE PLANS                  LOWER FLOOR PLAN
                                                              WHOLLY OR PARTLY WITHOUT PRIOR          A      01/09/2021 RW      RW AMENDMENTS - CONCEPTS
                                                                                                                                                                                                 CLIENT                   SALES               PROJECT STATUS
                                                              WRITTEN PERMISSION FROM -
                                                              BESPOKE BUILDING DESIGN                                                                                                                                                                                        CONCEPT PLANS
    Livable|Sustainable|Accessible|Desirable
                                                                                                                                                              CLIENT                              LOCATION                                    SCALE        SHEET SIZE   CLASS       WIND         ISSUE
    P: (07) 41289065                                  DO NOT SCALE FROM THIS DRAWING
                                                              VERIFY ALL DIMENSIONS PRIOR TO                                                                                                      LOT 190 ON MCH1261                          INDICATED       A3         1a                       A
    E: [email protected]
                                                              COMMENCEMENT OF ANY SITE WORKS
    PO Box 7330, Urangan QLD 4655                                                                                                                                                                 9 RULES ROAD                                DRAWING FILE NUMBER          PAGE
    QBCC 1257937
                                                              AND REFER ANY DISCREPANCIES TO
                                                              BESPOKE BUILDING DESIGN                                                                                                             POMONA, QLD                                 B210717                                        3

Page 4

       2
                                                                                                                                                                                                                                                                                FLOOR AREAS:
3      5      1                                                                                                                                                                                                                                                                  LOWER                163.01 m²
                                                                                                                                                                                                                                                                                 Area                 92.56 m²
       4                                                                                                                                                                                                                                                                         Total                255.57 m²




                                                                                                                                                                                                                                                                                                                         N
                                                                                                                                       12240

                                                                                      3000                                 2000                      2030                            4200
                                                                                                                           1815                           1218
                                                                                                                                                                                                                                                                               WALL LEGEND




                                                                                                                                                                         1209




                                                                                                                                                                                                                            1270
                                                                                                                                                                                                                                                                               EXTERNAL WALLS
                                                                                                                                                                                                                                                                                        - CLADDING - TO BUILDER'S SPEC.
                                                                                                                                                                                2131STK-SGD                                                                                             - 90mm TIMBER STUD FRAME (UNO)
                                                                                                                                                                                                                                                                                        - 10mm PLASTERBOARD LINING (GENERAL)
                                                                                      1215                                                                                                                                                                                              - 10mm 'WET STOP' OR EQUIV' (WET AREAS)




                                                                                                                                                                                                                     4000
                                                                                                                                                                 720cs
                                                                                                                                                                                                                                                                               INTERNAL WALLS
                                                                                                                                                                                                     L2106
                                                                                                                                                                                                                                                                                        - 70mm TIMBER STUD FRAME (UNO)
                                                                                                                                                                                                                                                                                        - 10mm PLASTERBOARD LINING (GENERAL)
                                                                                                                                                                                                                                                                                        - 10mm 'WET STOP' OR EQUIV' (WET AREAS)
                                                                                                                  DN
                                                             3230

                                                                    0624
                                                                                                                                                  niche
                                                                                                                                                                                                                                                                               REFER TO ENGINEERS DETAILS FOR




                                                                                                                                                                                                                            4700
                                                                                                                                                                                                                                                                               ARTICULATION JOINTS IF REQUIRED




                                                                                                                                         niche




                                                                                                                                                                                                             0927
                                                      8250




                                                                                                                                                                                              3400
                                                                                                                    CH2550mm




                                                                                                          820




                                                                                                                                      820
                                                                                                                                                                                                                                                                               LEGEND:
                                                                                                                                                                                                                                                                               C1 DENOTES - 75x75 SHS POST
                                                                                                                                                                         750         2700            750
                                                                                          720




                                                                                                                     820
                                                                           niche




                                                                                                                                                                                                                                                                                S DENOTES - PHOTOELECTRIC SMOKE ALARM
                                                                                                                                                                                      niche
                                                                                                                                                                                                                                                                                            TO NCC VOL 2, 3.7.5 & AS 3786
                                                                                                720        720                                                                                                                                                                              (MAINS POWERED & INTERCONNECTED)
                                                             3000




                                                                                                                                                                                                                                                                               G DENOTES - GAS BOTTLE/HWS LOCATION AS PER




                                                                                                                                                                                                             D1806


                                                                                                                                                                                                                            1960
                                                                                                                                                                                                                                                                               HW          AS 5601

                                                                                                                                                                                                                                                                               FLOOR PLAN NOTES:
                                                                                                                                                                                                                                                                               TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
                                                                                                                                                                                                                                                                               WITH NCC VOL 2, 3.1.4 AND AS 3660.1.
                                                                                   0612      0906                                                1815
                                                                                   1830                                                          3000                                4200                                                                                      PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
                                                                                                                                                                                                                                                                               TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
                                                                                                                                                                                                                                                                               WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
                                                                                                                                                                                                                                                                               BUILDING APPLICATION APPROVAL.

                                                                                                                                                                                                                                                                               TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
                                                                                                                                                                                                                                                                               OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
                                                                                                                                                                                                                                                                               1.2m TO WC PAN

                                                                                                                                                                                                                                                                               INSECT/SECURITY SCREENS TO WINDOWS AND DOORS
                                                                                                                                                                                                                                                                               ARE AS PER BUILDERS SPECIFICATIONS UNO

                                                                                                                                                                                                                                                                               CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
                                                                                                                                                                                                                                                                               APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
                                                                                                                                                                                                                                                                               AND LOCAL AUTHORITY

                                                                                                                                                                                                                                                                               OPENING WINDOWS IN BEDROOMS MUST BE PROVIDED
                                                                                                                                                                                                                                                                               WITH PROTECTION AS PER NCC 3.9.2.6 IF 2M OR MORE
                                                                                                                                                                                                                                                                               ABOVE THE SURFACE BENEATH

                                                                                                                                                                                                                                                                               TREADS, RAMPS AND LANDINGS MUST HAVE A SLIP-
                                                                                                                                                                                                                                                                               RESISTANCE CLASSIFICATION NOT LESS THAN LISTED IN
                                                                                                                                                                                                                                                                               NCC VOL 2 TABLE 3.9.1.4

                                                                                                                                                                                                                                                                               MECHANICAL VENTILATION (mv) TO BE IN ACCORD.
                                                                                                                                                                                                                                                                               WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
                                                                                                                                                                                                                                                                               (DISCHARGE TO EXTERNAL AIR)


              UPPER 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

                                                      THESE DRAWINGS AND DESIGN ARE               ISSUE DATE        DRWN CHKD COMMENTS                                                                                                                                  DATE
                                                      COPYRIGHT AND WILL NOT BE USED
                                                                                                                                                                                  PROJECT                                          JOB SPECIFICATION BY BUILDER TAKES
                                                      OR REPRODUCED BY ANY MEANS,
                                                                                                      *    19/08/2021 RW    RW CONCEPT FLOOR PLANS
                                                                                                                                                                                  PROPOSED RESIDENCE                               PRECEDENCE OVER THESE PLANS                  UPPER FLOOR PLAN
                                                      WHOLLY OR PARTLY WITHOUT PRIOR                  A    01/09/2021 RW    RW AMENDMENTS - CONCEPTS
                                                                                                                                                                                                                                   CLIENT                   SALES               PROJECT STATUS
                                                      WRITTEN PERMISSION FROM -
                                                      BESPOKE BUILDING DESIGN                                                                                                                                                                                                                                  CONCEPT PLANS
    Livable|Sustainable|Accessible|Desirable
                                                                                                                                                                                  CLIENT                                            LOCATION                                    SCALE        SHEET SIZE   CLASS       WIND         ISSUE
    P: (07) 41289065                           DO NOT SCALE FROM THIS DRAWING
                                                      VERIFY ALL DIMENSIONS PRIOR TO                                                                                                                                                LOT 190 ON MCH1261                          INDICATED       A3         1a                       A
    E: [email protected]
                                                      COMMENCEMENT OF ANY SITE WORKS
    PO Box 7330, Urangan QLD 4655                                                                                                                                                                                                   9 RULES ROAD                                DRAWING FILE NUMBER          PAGE
    QBCC 1257937
                                                      AND REFER ANY DISCREPANCIES TO
                                                      BESPOKE BUILDING DESIGN                                                                                                                                                       POMONA, QLD                                 B210717                                        4

Page 5

UF CL
5650 UF WH
     5200




      UF FL
GF CL 3100
2700
      GF WH
      2100




     GF FL
     0


                                 ELEVATION 1                                                                                          ELEVATION 2
                                 1 : 100                                                                                              1 : 100




UF CL
5650 UF WH
     5200




      UF FL
GF CL 3100
2700
      GF WH
      2100




     GF FL
     0


                                 ELEVATION 3                                                                                          ELEVATION 4
                                 1 : 100                                                                                              1 : 100




                                                    THESE DRAWINGS AND DESIGN ARE    ISSUE DATE     DRWN CHKD COMMENTS                                                                           DATE
                                                    COPYRIGHT AND WILL NOT BE USED
                                                                                                                                       PROJECT              JOB SPECIFICATION BY BUILDER TAKES
                                                    OR REPRODUCED BY ANY MEANS,
                                                                                       *   19/08/2021 RW   RW CONCEPT FLOOR PLANS
                                                                                                                                       PROPOSED RESIDENCE   PRECEDENCE OVER THESE PLANS                 ELEVATIONS
                                                    WHOLLY OR PARTLY WITHOUT PRIOR    A    01/09/2021 RW   RW AMENDMENTS - CONCEPTS
                                                                                                                                                            CLIENT                   SALES              PROJECT STATUS
                                                    WRITTEN PERMISSION FROM -
                                                    BESPOKE BUILDING DESIGN                                                                                                                                                         CONCEPT PLANS
  Livable|Sustainable|Accessible|Desirable
                                                                                                                                       CLIENT                LOCATION                                   SCALE       SHEET SIZE   CLASS    WIND   ISSUE
  P: (07) 41289065                           DO NOT SCALE FROM THIS DRAWING
                                                    VERIFY ALL DIMENSIONS PRIOR TO                                                                           LOT 190 ON MCH1261                         INDICATED     A3         1a                  A
  E: [email protected]
                                                    COMMENCEMENT OF ANY SITE WORKS
  PO Box 7330, Urangan QLD 4655                                                                                                                              9 RULES ROAD                               DRAWING FILE NUMBER        PAGE
  QBCC 1257937
                                                    AND REFER ANY DISCREPANCIES TO
                                                    BESPOKE BUILDING DESIGN                                                                                  POMONA, QLD                                B210717                                  5

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