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Amended plans for DBW
Plans and drawings
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SCHEDULE OF PAGES:
COVER PAGE 1
MICHAELA VAN DER STOEP SITE PLAN - OVERALL
SITE PLAN - DETAIL
FLOOR PLAN
2
3
4
ELEVATIONS 5
SLAB SETOUT PLAN 6
ROOF CATCHMENT PLAN 7
SECTIONS/QDC NOTES 8
TYPICAL SECTION & DETAILS 9
LOT 9 ON RP908915
TYPICAL TIEDOWN DETAILS 10
WH&S NOTES 11
CABINETRY/WET AREA SCHEMATICS 12
CABINETRY/WET AREA SCHEMATICS 13
8 DANDALOO LANE
COOTHARABA, QLD
CONSTRUCTION DRAWING AMENDMENTS:
REV E - 18/05/2021
• MOVE LAUNDRY TO GARAGE (LINEN ilo ORIGINAL L'DRY POSITION)
• MECH VENT TO BATH
• NOTE FOR STEPDOWN
FRONT VIEW
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 1 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 COVER PAGE 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........
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Page 2
DBW for less than
SITE NOTES:
200m to Agricultural
POSITION OF DWELLING TO BE CONFIRMED BY N
CLIENT PRIOR TO ANY SITE WORKS Land Overlay & Siting 9
11 43
4
37
17
1
.4
referral for side
8°
30 40" 20
ALL STORM WATER, DOWN PIPES, RAIN WATER 1
setback less than 61
m
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED 11
'
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
10m
60 p
ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
om
15.15
00
0
AND QDC MP4.2/LOCAL PLANNING SCHEME
1000
1° 03
12 30' 2
18
HOUSE CODE PROPOSED RELATIVES omp
.42
0m
6°
' 00"
RESIDENCE
6m "
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
MANHOLE POSITIONS MATCH THOSE AS SHOWN PAD LEVEL 22.125m
0
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY FFL 22.375m 7 .8 2
DISCREPANCIES MUST BE BROUGHT TO THE 8m
1 41°
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND 30' 2
0"
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION
ANE
BUILDER TO DETERMINE APPROPRIATE
PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
L
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
COMPLY WITH NCC VOL 2 3.1.2.3
O
THE FINISHED SURFACE IMMEDIATELY
LO
SURROUNDING THE BUILDINGS TO COMPLY WITH m
NCC VOL2, 3.1.3. 15
1 4 .1 ' 0 0 "
Existing dwelling 3
°0
2
A
SURFACE DRAINAGE IS TO DISCHARGE EVENLY
94
WITHIN THE SITE AND WITHOUT NUISANCE TO location
D
ADJOINING PROPERTIES.
DA N
ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THE PONDING OF WATER.
CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SLOPING SITES.
1000 MAXIMUM HIGH TIMBER RETAINING WALLS
154
197
WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
.745
STORMWATER LINE) AND GRANULAR BACKFILL
° 18
N
N
M
B
T
A
H R
P o
a
D
e
iK
ln d
t&2
D
N
1
sa
0
W3
4 o
p
or1
G
P5
. rd
n
#
Fu o d
e
lrn
b
a
F
cd
M
/0
L
G
1
i8
6
3°'m
2
" 9
y
n
t1
a
e2
.345
6
7
8
9 o
5207.43 8 .2
7 cln
e a le
rP
o y
s a
n2
Fu
7 o
1
2
0
'.3w
e
°486
o
7l1P
T
a
strD le
P.13k4 v"ir0e
254.0 "5
71 0
.'°1
2 7 50
3
4 7.2
91 G WS
kc&
tie r ra
F
ie ck riD
lT
ve w
v/e
o
P
70
r
le
0
5.2 6 P
7
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
' 00"
SITE ONLY IF INDICATED ON THE PLANS.
m
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
77 0' 0
0°
.00
0
0m "
0
m
157.710 REAL PROPERTY DESCRIPTION:
1 6 ' 0 0"
297°
LOT 9 ON RP: 908915
SITE AREA 41590m²
LOCALITY COOTHARABA
SITE PLAN - OVERALL m LOC. GOV. NOOSA S.C.
141.090
1 : 1000 ' 0 0"
297° 16
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 2 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - OVERALL 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 3
TREE SCHEDULE Tree Legend
PATHWAY & DRIVEWAY NOTES: No. Name T 'Ø' Spr 'Ø' 'H'
1 TREE 0.30 m 8.0 m 12.0 m
REAL PROPERTY DESCRIPTION:
2 TREE 0.30 m 8.0 m 12.0 m
S
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A Ø=Trunk Dia LOT 9 ON RP: 908915
H
MINIMUM FALL OF 1 IN 100 (1%).
3 TREE 0.30 m 8.0 m 12.0 m
H=Tree Height 26.00 TBM Nail in Kerb SITE AREA 41590m²
4 TREE 0.30 m 8.0 m 12.0 m S=Tree
5 PINE 0.30 m 6.0 m 12.0 m Spread AHD RL / m 26.029 LOCALITY COOTHARABA
THE MAXIMUM GRADE OF DRIVEWAYS SHALL (Total Canopy) 25.75
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
6 PALM 0.60 m 4.0 m 4.0 m
∅
LOC. GOV. NOOSA S.C.
7 PALM 0.30 m 5.0 m 8.0 m Power Pole
NEAR THE MAXIMUM, A TRANSITION ZONE AT
8 PINE 0.20 m 3.0 m 4.0 m 25.50 #272170
EITHER END MAY BE REQUIRED. REFER TO NCC
9
74 N
9 PALM 0.50 m 5.0 m 6.0 m
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. 10 PINE 0.30 m 6.0 m 12.0 m 13 Telstra
11 TREE 0.30 m 4.0 m 6.0 m
25.25
12 TREE 0.30 m 7.0 m 10.0 m
CHECK WITH LOCAL AUTHORITY
2 5.
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 13 TREE 0.30 m 7.0 m 10.0 m
00
14 TREE 0.30 m 7.0 m 10.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND 2 4.
NE
ROAD KERB. 75
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER. 24.
50
A
11 43
1
L
PROVIDE A LAYER OF SAND A MINIMUM OF
61 24.
17
25
.4
20mm THICK UNDER THE SLAB, COMPACTED 11
8°
30 40"
OO
AND LEVELLED. m 24.
15
m
00
'
1 4 .1 ' 0 0 "
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 3 0 2 2
° 3.7
BARRIER MAY BE PROVIDED UNDER THE SLAB IN 94 5
L
SALINE AREAS, LAPPED 200mm AT JOINS AND 23
.50 Property
A
TAPED.
SLAB THICKNESS SHALL BE: 23 Pole
.25
D
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
Post
LAYER SL52 MESH, c e
23 en
DA N
F
&
VEHICULAR DRIVEWAYS (TO 3t GROSS) - EXTENT OF CUT/FILL INDICATIVE ONLY - .00 ire
13
W
W ire
100mm THICK WITH TO COMPLY WITH NCC VOL 2, 3.1.1 t&
79
1 LAYER SL62 MESH. 22 ke
Pic
den
6
.7 5
Fenc
EARTH RETAINING STRUCTURES
Gar
30mm MINIMUM TOP COVER TO ALL (RETAINING WALLS) TO COMPLY WITH
e
REINFORCEMENT, CONCRETE STRENGTH SHALL NCC VOL 2, 3.1.2/AS 4678 22.5
g
0
66
stin
BE N20 MINIMUM.
19
60
22 .
Exi
25
00
JOINTS ARE REQUIRED IN ALL CONCRETE
p
0 om
om
PATHWAY AND DRIVEWAY SLABS -
2 2. 1000
00
p
ISOLATION JOINTS MUST BE PROVIDED WHERE CUT
ABUTTING EXISTING STRUCTURES, 2 1.
201°
15.15
75
EXPANSION JOINTS SHALL BE PROVIDED AT 15
21.5
03' 0
0m
METER CENTRES IN ALL DIRECTIONS. N12 0
DOWEL BARS AT 400 CENTRES ALONG THE Existing Solar
0"
JOINTS IN 100mm THICK SLABS, Panels
21.2
5
CRACK CONTROL JOINTS SHALL BE PROVIDED PROPOSED RELATIVES RESIDENCE
AT 3 METER MAXIMUM CENTRES AND AT PAD LEVEL 22.125m
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK
FFL 22.375m
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY 2x 25000l
ANGLE FORMED BETWEEN JOINTS OR JOINTS WATER TANKS
Ga
AND THE SLAB EDGE SHALL BE NO LESS THAN
12 30' 2
18
te
75°, DUE TO THE VARYING NATURE OF
.42
6°
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
6m "
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE FILL
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE 20
.50
0
y
DESIGN. Driv
ewa 11
ck /
l Tra
THESE NOTES ARE PROVIDED AS A GENERAL DRIVEWAY/PATH G rave
ting
SPECIFICATION ONLY. 22 m² Exis
(exp. agg.) 12
REFERENCE SHOULD BE MADE TO 'CEMENT, 13
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 1
TO CONCRETE FOR HOUSING 2007, PATHS AND 10 21.50
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2006'. 21.25 14
3
2 4 9
21.00
SITE PLAN - DETAIL
1 : 200
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 3 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - DETAIL 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 4
4 FLOOR AREAS:
1 5 3 DWELLING 64.96 m²
VERANDAH 56.50 m²
2 GARAGE 48.86 m²
Total 170.33 m²
N
16650
13670 2980 450
220 90 90 70 90 240
450 4500 3250 770 1000 3350 300
70
450 A 1840 950 2330
8
450
450
obsc
HWS dp hcdp
0618 0309 A/C 1521
WALL LEGEND
220
220
dp 820 C1
1/3gl n03609 EXTERNAL WALLS
1550hh
BED 1
linen
1500
vsd
carpet - MASONRY VENEER
a\c
L'DRY - 70mm TIMBER STUD FRAME
1500
Tile - 10mm PLASTERBOARD LINING (GENERAL)
2900
70
- 6mm VILLABOARD LINING (WET AREAS)
3500
BATH
820cs
820cs
F1809
tiles - CLADDING - TO BUILDER'S SPEC.
C1
1930
floor to ceiling wall
tiles
CH2700mm - 70mm TIMBER STUD FRAME (UNO)
900 mv
msd - 10mm PLASTERBOARD LINING (GENERAL)
820cs
wh - 6mm VILLABOARD LINING (WET AREAS)
70
530
robe
6790
7250
INTERNAL WALLS
70
FAMILY-DINING RA
820
vinyl planking
KE
1000 1000x1350 - 70mm TIMBER STUD FRAME (UNO)
D ohc - 10mm PLASTERBOARD LINING (GENERAL)
CE
ILI FRIDGE TAP
- 6mm VILLABOARD LINING (WET AREAS)
GARAGE NG C1 B
10230
10230
9790
concrete REFER TO ENGINEERS DETAILS FOR
2000
8 ARTICULATION JOINTS IF REQUIRED
3220
A/C
CH2700mm
a\c
KITCHEN
cut
vinyl planking
dw
LEGEND:
70mm
ohc
Step
sgd rebate C1 DENOTES - 112x112 HWD POST
240
C1 dp
S DENOTES - PHOTOELECTRIC SMOKE ALARM
F1809
450
2440STK-SGD 1224 TO NCC VOL 2, 3.7.5 & AS 3786
F0624 @ 4200hh F0624 @ 4200hh (MAINS POWERED & INTERCONNECTED)
2980
2980
VERANDAH
tiles
hc CH2700mm 300 FLOOR PLAN NOTES:
C1 TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
dp
220
WITH NCC VOL 2, 3.1.4 AND AS 3660.1.
2435PLD
C1 dp C1 C1 PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
450
450
90 240 WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
450 4710 3910 300 BUILDING APPLICATION APPROVAL.
TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
220 OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
8730 2980 450 1.2m TO WC PAN
220
450 4500 300 INSECT SCREENS TO WINDOWS AND DOORS ARE AS PER
BUILDERS SPECIFICATIONS UNO
4940 11710 CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
16650 AND LOCAL AUTHORITY
ADDITIONAL NOTES:
MECHANICAL VENTILATION TO BE IN ACCORD.
• 20mm STONE BENCHTOPS THROUGHOUT WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
• SECUREVIEW SCREENS THROUGHOUT (DISCHARGE TO EXTERNAL AIR)
FLOOR PLAN INTERNAL GARAGE DOOR TO BE SEALED AS PER NCC
VOL 2, 3.12.3.3
1 : 100 GAS BOTTLE LOCATION AS PER AS5601
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 4 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 FLOOR PLAN 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 5
5°
NOTES:
GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
COLORBOND ROOF SHEETING AND INSTALLED TO TRUSS MANUFACTURERS
FIXED TO MANUF. SPECS. SPECIFICATIONS.
MASONRY VENEER TO COMPLY WITH NCC VOL 2, 3.3.5,
AS1225 & AS 3700.
COLORBOND FASCIAS
REINFORCED MASONRY TO COMPLY WITH NCC VOL 2,
GF CL AND GUTTERS 3.3.2 & AS3700 (or AS4773.1/2).
2700
MASONRY WEATHERPROOFING TO COMPLY WITH NCC
GF WH 112x112 TIMBER POSTS VOL 2, 3.3.4.
2100 ON GAL. STIRRUPS
FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
VOL 2, 3.5.4.6
'LINEA' WEATHERBOARD
CLADDING (or similar)
GF FL
0
ELEVATION 1
1 1 : 100
8° 8°
GF CL
2700
GF WH
2100
COMMON BRICKWORK
WITH RENDERED FINISH
GF FL
0
ELEVATION 2
2 1 : 100
GF CL
2700
GF WH
2100
POWDERCOATED ALUM
WINDOWS AND DOOR FRAMES
GF FL
0
INFILL OVER WINDOWS/DOORS
TO BUILDERS SPECS
2.4x3.5 PANEL-LIFT-DOOR
ELEVATION 3
3
5°
1 : 100 GF CL
2700
4200
GF WH
2100
GF FL
0
ELEVATION 4
4 1 : 100
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 5 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 ELEVATIONS 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........