Original source · versioned page text
Appendix B - New Dwelling Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
SCHEDULE OF PAGES:
COVER PAGE 1
PROPOSED RESIDENCE
SITE PLAN 2
FLOOR PLAN 3
ELEVATIONS 4
SLAB SETOUT PLAN 5
ROOF CATCHMENT PLAN 6
SECTIONS/QDC NOTES 7
TYPICAL SECTION & DETAILS 8
TYPICAL TIEDOWN DETAILS 9
WH&S NOTES 10
CABINETRY/WET AREA SCHEMATICS 11
SANDRA & RICHARD MATHISON CABINETRY/WET AREA SCHEMATICS
CABINETRY/WET AREA SCHEMATICS
CABINETRY/WET AREA SCHEMATICS
12
13
14
CABINETRY/WET AREA SCHEMATICS 15
SEE SUPPLEMENTARY PAGES FOR
BUSHFIRE REQUIREMENTS (BAL 12.5)
LOT 2 ON RP196994
1073 POMONA - KIN KIN ROAD
KIN KIN, QLD
FRONT VIEW
NTS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
MONTVILLE 462 ASPECT HOUSE
CLIENT: PROJECT: PROPOSED RESIDENCE 1 A3 * RW RW CONCEPT FLOOR PLAN 28/06/22 THEY ACCURATELY DEPICT THE HOUSE FOR
CONSTRUCTION.
SANDRA & RICHARD MATHISON JOB NUMBER: B RW RW AMENDED CONCEPTS 03/08/22
(MODIFIED) PLANS LOT 2 ON RP196994 GJGG430718 C RW RW AMENDMENTS - PRELIMS 29/09/22 JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
WOJTEK STAINWALD RESORT FACADE 1073 POMONA - KIN KIN ROAD SALESPERSON: D RW RW AMENDMENTS - PRELIMS 01/11/22
DRAWING TITLE:
QLD QLD KIN KIN, QLD CHRIS McNEIL E RW RW AMENDMENTS - PRELIMS 21/12/22 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: F RW RW CONSTRUCTION DRAWINGS 04/05/23 OWNER SIGNED: ............................... DATE: ..........
QBCC 1285235 TO G.J.GARDNER HOMES QBCC 1257937 COVER PAGE 13/07/2023 G RW RW GARAGE BIGGER 13/07/23 BUILDER SIGNED: ............................. DATE: ..........
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Full text of sections 2 to 5 (of 21)
Section 2
PATHWAY & DRIVEWAY NOTES:
REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%). LOT 2 ON RP: 196994
SITE AREA 16.25ha
BUSHLAND
THE MAXIMUM GRADE OF DRIVEWAYS SHALL SITE COVER 491.6 sqm
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE LOCALITY KIN KIN
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO NCC
LOC. GOV. NOOSA R.C.
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. (2
3 7.
25 47
CHECK WITH LOCAL AUTHORITY 8° )
01
REQUIREMENTS PRIOR TO CONSTRUCTING ANY '30
"
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND 143.25
ROAD KERB. BUSHLAND
CLEAR THE AREA OF ALL TOPSOIL AND 143.50
ORGANIC MATTER.
N
0
00
41
PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
AND LEVELLED.
143.75
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND SITE NOTES:
VI E
BUSHLAND
TAPED.
VI
WS
144.00
EW
POSITION OF DWELLING TO BE CONFIRMED BY
S
SLAB THICKNESS SHALL BE: CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
PROPOSED POOL
LAYER SL52 MESH, ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) - POOL FENCING/GATE TO TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
100mm THICK WITH AS1926.1 & 2 (NOT SHOWN) BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL PROPOSED RESIDENCE
BE N20 MINIMUM. BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
PAD LEVEL 143.750m
MANHOLE POSITIONS MATCH THOSE AS SHOWN
JOINTS ARE REQUIRED IN ALL CONCRETE FFL 144.150m
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
PATHWAY AND DRIVEWAY SLABS -
o ad DISCREPANCIES MUST BE BROUGHT TO THE
nR
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE
Ki
VIEW RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES, S
VI E CONSTRUCTION
Kin6
WS
EXPANSION JOINTS SHALL BE PROVIDED AT 15
n a 118.5 7'40" BUILDER TO DETERMINE APPROPRIATE
mo
METER CENTRES IN ALL DIRECTIONS. N12 Existing PLATFORMING METHOD ON SITE PRIOR TO
°5
DOWEL BARS AT 400 CENTRES ALONG THE 87 House
62
Po
143.50 1 COMMENCEMENT OF ANY WORKS. FINISHED
Well Away
0
JOINTS IN 100mm THICK SLABS, FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
40
2 3 48 '
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
26
5 . 30
CRACK CONTROL JOINTS SHALL BE PROVIDED 1
5°
COMPLY WITH NCC VOL 2 3.1.2.3
79 "
7 8 47
AT 3 METER MAXIMUM CENTRES AND AT 8 33 ° 0 .6 7
to 37 1'3
97 '
LOCATIONS WHERE THERE IS A LIKELIHOOD A 0"
04
Po THE FINISHED SURFACE IMMEDIATELY
8°
)
CRACK WOULD OCCUR (i.e. RE-ENTRANT m 85 SURROUNDING THE BUILDINGS TO COMPLY WITH
16
on
0.
04
CORNERS). JOINTS SHALL BE LOCATED SO THE
2
a NCC VOL2, 3.1.3.
(1
Ki
0
LONGEST SIDE OF ANY SLAB PANEL IS NO n
00
Ki Existing (
41
MORE THAN 1.5 TIMES THE LENGTH OF THE n
Ro House 2 5 23 7 SURFACE DRAINAGE IS TO DISCHARGE EVENLY
143.25 8 ° .4 7
SHORTEST SIDE. ad Well Away 01 ) WITHIN THE SITE AND WITHOUT NUISANCE TO
'30
" ADJOINING PROPERTIES.
ANY ANGLE FORMED BETWEEN JOINTS OR TBM Nail in Dumpy 143.00 PROPOSED RESIDENCE
JOINTS AND THE SLAB EDGE SHALL BE NO LESS AHD RL / m 142.586 PAD LEVEL 143.750m
142.75 Bush Land ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THAN 75°, DUE TO THE VARYING NATURE OF FFL 144.150m THE PONDING OF WATER.
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE 142.50
0"
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE
°0'4
CUT AND FILL BATTERS NOT TO EXCEED A
. 79
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
28 5
14 5
DESIGN. THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
THESE NOTES ARE PROVIDED AS A GENERAL SLOPING SITES.
SPECIFICATION ONLY.
Existing
House 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
5
REFERENCE SHOULD BE MADE TO 'CEMENT,
5"
2 .2
. 94
Well Away WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
°1'3
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
14
32 7
STORMWATER LINE) AND GRANULAR BACKFILL
TO CONCRETE FOR HOUSING 2007, PATHS AND
32 5
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2006'.
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
4 13 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
5 5 ° 0 .1 ABOVE FINISHED GROUND LEVEL, ONLY IF
'40"
INDICATED ON THE PLANS AND TO LOCAL
SITE PLAN - DETAIL SITE PLAN AUTHORITY APPROVAL.
Bush Land
1 : 500 1 : 5000
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
MONTVILLE 462 ASPECT HOUSE
CLIENT: PROJECT: PROPOSED RESIDENCE 2 A3 * RW RW CONCEPT FLOOR PLAN 28/06/22 THEY ACCURATELY DEPICT THE HOUSE FOR
CONSTRUCTION.
SANDRA & RICHARD MATHISON JOB NUMBER: B RW RW AMENDED CONCEPTS 03/08/22
(MODIFIED) PLANS LOT 2 ON RP196994 GJGG430718 C RW RW AMENDMENTS - PRELIMS 29/09/22 JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
WOJTEK STAINWALD RESORT FACADE 1073 POMONA - KIN KIN ROAD SALESPERSON: D RW RW AMENDMENTS - PRELIMS 01/11/22
DRAWING TITLE:
QLD QLD KIN KIN, QLD CHRIS McNEIL E RW RW AMENDMENTS - PRELIMS 21/12/22 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: F RW RW CONSTRUCTION DRAWINGS 04/05/23 OWNER SIGNED: ............................... DATE: ..........
QBCC 1285235 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN 13/07/2023 G RW RW GARAGE BIGGER 13/07/23 BUILDER SIGNED: ............................. DATE: ..........
Section 3
31670 FLOOR AREAS:
14870 3440 4540 8820
LIVING 313.44 m²
230 230 GARAGE 67.53 m²
600 4080 600 ALFRESCO 43.37 m²
70 70
600 1570 230 3370 70 850 2240 850 PORCH/PORTE-COCHERE 42.06 m²
70 230 VERANDAH 1 15.06 m²
230 5120 2330 70 8750 600 VERANDAH 2 10.10 m²
70 70
230 3950 1100 580 1680 70 Total 491.56 m²
600
230
A0315
dp
900
900
230
03415N
930
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN
dp
230
C2
70
PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
3600
D2409
wh
D2409
2600
5460
ENS 1
tiles
1000h
2/820
70
tmbr screen/
6300
seat/drws/shlf
1200h wall pet door
BED 1 robinhood
VJ wall
1800
tiles
glass
D2409
870
N
DUCTED
600
dp C2 HWS dp AC dp
230
57
70
18
B WALL LEGEND
0
75
7 EXTERNAL WALLS
6150
100mm (<50SQM)
- MASONRY VENEER
LDRY - 70mm TIMBER STUD FRAME
tiles
70
C1 dp
- 10mm PLASTERBOARD LINING (GENERAL)
4280
vsd
- 10mm 'WET STOP' OR EQUIV' (WET AREAS)
ohc
2409
- CLADDING - TO BUILDER'S SPEC.
12
GARAGE - 70mm TIMBER STUD FRAME (UNO)
00
WIR - 10mm PLASTERBOARD LINING (GENERAL)
3000
conc.
h
C2
7000
7460
tiles
1518
- 10mm 'WET STOP' OR EQUIV' (WET AREAS)
INTERNAL WALLS
linen
10 hc
60
870
10
18267
00
o
- 70mm TIMBER STUD FRAME (UNO)
0
820cs
09
98
90
- 10mm PLASTERBOARD LINING (GENERAL)
18
10
- 10mm 'WET STOP' OR EQUIV' (WET AREAS)
D
98
70
1100
870
REFER TO ENGINEERS DETAILS FOR
1230
820cs ARTICULATION JOINTS IF REQUIRED
25
820
09
broom
90
43
0
18
WIP
00
D
oh
5x
tiles
d
70
1360
w
WIL
c
30
0w
tiles
LEGEND:
230
sh
elv
25
C1 DENOTES - 190x190 MERBAU POST
38
es
ALFRESCO
0
30
tiles C2 DENOTES - 140x140 MERBAU POST
d
d
oh
rw
en
600
2424PLD 2448PLD dp
vs
c
s
KI
CH2700mm
lin
90
TCtile
SG i n
d
0x
K- r a
es
STUDY
D
p
32
Hs
fg
m
ST c d
k
S DENOTES - PHOTOELECTRIC SMOKE ALARM
EN
tiles
00
w
d
70 53
95
0
5 3 te
dp
ke
75
d
TO NCC VOL 2, 3.7.5 & AS 3786
20
rw
24 torm
ra
28997
s
06
(MAINS POWERED & INTERCONNECTED)
70
C1
s
0
d
2
es
A1
k
G DENOTES - GAS BOTTLE/HWS LOCATION AS PER
56
dp
06
00
AS 5601
25
HW
raked ceiling
p
22
2
12
fg
0
A1
00
00
30
d
ADDITIONAL NOTES:
ke
h
00
ra
20mm STONE BENCHTOPS THROUGHOUT
2340/2400h JOINERY THROUGHOUT
23 6
OFFICE
0 00
100mm (<50SQM) tiles
09
18
dp
FAMILY-DINING
600
D
dp tiles
56
82
00
29
C2 C2
09
0c
00
1570
18
s
D
0
12
82
60
60
2/
0
23
70
70
0
230
350 ENTRY
82
12
tiles
90
15
17
0c
00
70
25
Section 4
70
s
FI
0
WOJTEK STAINWALD
RE
2030
HWS
70
P
LA
QLD
C
00
16077
70
E
70
12
12
shlvs
60
70
GAMES-BAR QBCC 1285235
40
70
10
tiles
70
A GYM
MONTVILLE 462
30
tiles
44
0
70
5300
19
7
30
FLOOR PLAN NOTES:
00
30
60
(MODIFIED)
30
22
900wh
70
2030
00
23
PWDR TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
2427SGD
0
72
tiles
82
0
WITH NCC VOL 2, 3.1.4 AND AS 3660.1. RESORT FACADE
60
0c
s
0c
0
0c
70
60
19
72
s
s
72
0
PORTE-COCHERE
39
PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
70
dp © COPYRIGHT EXCLUSIVE
0
exp.agg.
0
60
TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
70
BATH
23
TO G.J.GARDNER HOMES
0
11
82
650 tiles WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
C1
9830
h
00
2/
1100
0w
BUILDING APPLICATION APPROVAL.
21
90
CH2700mm
00
ASPECT HOUSE
12
h
70
60
TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
00
00
70
PLANS
0
42
870 OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
06
530
robe
90
10
900wh
24 12 00h
2
1.2m TO WC PAN
03
tmbr
A1
820
40
00
28
60
03
30 00
4N
70
40
42
4N
QLD
1830
CLEANER .vsd dp INSECT/SECURITY SCREENS (BAL 12.5) TO WINDOWS AND
2150
21
tiles DOORS ARE AS PER BUILDERS SPECIFICATIONS UNO
ENS 2 dp 90 QBCC 1257937
60
BED 2 tiles
46
870
FW tiles CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
23
0 CLIENT:
70
APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
16
23
0
0
43
00
06
AND LOCAL AUTHORITY
3400
230
12
SANDRA & RICHARD MATHISON
2
50
0
A1
43
27
0
MECHANICAL VENTILATION (mv) TO BE IN ACCORD.
60
12
60
2100
10
WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
0
70
dp
38
C1 DRAWING TITLE:
1850
(DISCHARGE TO EXTERNAL AIR)
24
STORE
1100
90
10
tiles
60
INTERNAL GARAGE DOOR TO BE SEALED AS PER NCC
0
70
FLOOR PLAN
23
VOL 2, 3.12.3.3
24
230
dp dp
D1809 D1809 D1809 GAS BOTTLE LOCATION AS PER AS5601 PROJECT: PROPOSED RESIDENCE
600
230
00
FIRE PLACE TO NCC 3.10.7.4
600 6120 70 LOT 2 ON RP196994
42
70 70 70 1073 POMONA - KIN KIN ROAD
00
4000 1030 541
42
KIN KIN, QLD
90
1900 5100 230 600
60
90
90
46
PAGE: SHEET SIZE: REV DRN CHK DETAILS
28
DATE:
0
7530 1763 I/WE HAVE CHECKED THE PLANS AND AGREE THAT
93
0 30
70
3 A2 * RW RW CONCEPT FLOOR PLAN 28/06/22 THEY ACCURATELY DEPICT THE HOUSE FOR
60 2
CONSTRUCTION.
JOB NUMBER: A RW RW CONCEPT FLOOR PLAN - V2 02/08/22
0
93
GJGG430718 JOB SPECIFICATION BY BUILDER TAKES
90
B RW RW AMENDED CONCEPTS 03/08/22
FLOOR PLAN SALESPERSON: C RW RW AMENDMENTS - PRELIMS 29/09/22
PRECEDENCE OVER THESE PLANS.
0
CHRIS McNEIL OWNER SIGNED: ............................... DATE: ..........
93
D RW RW AMENDMENTS - PRELIMS 01/11/22
70
1 : 100 DATE: E RW RW AMENDMENTS - PRELIMS 21/12/22 OWNER SIGNED: ............................... DATE: ..........
13/07/2023 BUILDER SIGNED: ............................. DATE: ..........
Section 5
NOTES:
GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
AND INSTALLED TO TRUSS MANUFACTURERS
SPECIFICATIONS.
MASONRY VENEER TO COMPLY WITH NCC VOL 2, 3.3.5,
25 AS1225 & AS 3700.
25° °
REINFORCED MASONRY TO COMPLY WITH NCC VOL 2,
3.3.2 & AS3700 (or AS4773.1/2).
MASONRY WEATHERPROOFING TO COMPLY WITH NCC
COLORBOND ROOF SHEETING VOL 2, 3.3.4.
FIXED TO MANUF. SPECS.
GF CL FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
VOL 2, 3.5.4.6
2700 COLORBOND FASCIAS
GF WH AND GUTTERS
2400
GF FL
0
ELEVATION 4 SELECTED FACE
AND SILL BRICKS
1 : 100
'LINEA' WEATHERBOARD
CLADDING (or similar)
600 300
GF CL
2700
400
GF WH
2400
GF FL
0
ELEVATION 1 2.4x2.4 PANEL-LIFT-DOOR
1 : 100 2.4x4.8 PANEL-LIFT-DOOR
190x190 MERBAU POSTS
ON GAL. STIRRUPS
GF CL
2700
GF WH
2400
GF FL
0
SELECTED TIMBER FRONT POWDERCOATED ALUM
ELEVATION 2 ENTRANCE DOORS WINDOWS AND DOOR FRAMES
1 : 100
GF CL
2700
GF WH
2400
GF FL
0
INFILL OVER WINDOWS/DOORS 140x140 MERBAU POSTS
ELEVATION 3 TO BUILDERS SPECS ON GAL. STIRRUPS
1 : 100 190x190 MERBAU POSTS
ON GAL. STIRRUPS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
MONTVILLE 462 ASPECT HOUSE
CLIENT: PROJECT: PROPOSED RESIDENCE 4 A2 * RW RW CONCEPT FLOOR PLAN 28/06/22 THEY ACCURATELY DEPICT THE HOUSE FOR
CONSTRUCTION.
SANDRA & RICHARD MATHISON JOB NUMBER: B AMENDED CONCEPTS 03/08/22
(MODIFIED) PLANS LOT 2 ON RP196994 GJGG430718 C
RW
RW
RW
RW AMENDMENTS - PRELIMS 29/09/22 JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
WOJTEK STAINWALD RESORT FACADE 1073 POMONA - KIN KIN ROAD SALESPERSON: D RW RW AMENDMENTS - PRELIMS 01/11/22
DRAWING TITLE:
QLD QLD KIN KIN, QLD CHRIS McNEIL E RW RW AMENDMENTS - PRELIMS 21/12/22 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: F RW RW CONSTRUCTION DRAWINGS 04/05/23 OWNER SIGNED: ............................... DATE: ..........
QBCC 1285235 TO G.J.GARDNER HOMES QBCC 1257937 ELEVATIONS 13/07/2023 G RW RW GARAGE BIGGER 13/07/23 BUILDER SIGNED: ............................. DATE: ..........
The text continues on section 6.