Council archive · source document
140307 Noosa Dunes · MCU14/0024
Attached to the e-mail MCU14/0024 Detached House 23/512 David Low Way Noosa Dunes.
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/04/2014
159
PARK RES.
CP839188
CONSULTANTS
Surveyor
Max Watterson & Associates
147°43'10" FENCE
P : 5442 6121 F : 5442 5125
IL:19.72 Geotechnical
17.643 IL:19.79
MH
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
LL: 20.56
MH Structural Engineer
LL: 25.79 IL:19.80 SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
IO
IL:21.12 Hydraulic Engineer
SCG Consulting Engineers
21
P : 5455 5604 F : 5455 5696
REAL PROPERTY DESCRIPTION
Details
LOT: 23
11,127
R 26.26 SP: 111721
Parish: Weyba
County: March
LGA: Sunshine Coast Regional Council
Locality: Castaways Beach
Site Area: 643m2
24
FENCE
SITE NOTES
SP111721
These schedules are to be read in conjunction with
architectural drawings, structural engineer and hydraulic
22
engineer drawings and any other external consultants.
Any discrepancy with these schedules of other
documentation is to be referred to the designer for
written direction prior to the commencement of works.
All works to be carried out in accordance with the
R 26.92 engineers design and documentation. All works to be in
accordance with the Building Act 1975, Standard
Building Regulations, Building Code of Australia,
2,194 Queensland Development Code, Local government
regulations and relevant Australian Standards. The
Builder is to clarify all dimensions on site prior to the
58°49'20"
commencement of any works. The author of the
drawings takes no responsibility for details as shown if
35.587
changes are made during or prior to construction
237°43'00"
without written notice or approval. Do not scale off plans
use figure dimensions only. The maximum height of
2,100
36.532
construction is 8.0m above natural ground level
(excluding relaxations as per town planning approval).
23
The author takes no responsibility for cut/fill levels
resulting from the documented levels and contours. The
Builder is to clarify all dimensions on site prior to the
R 28.85 commencement of any works. The Builder is to ensure
dp that all requirements of the covenant are maintained
during the construction of the works. The Builder is to
22 SP111721
comply with statutory and contractual environmental
23
protection requirements, including the provision of
sediment control barriers and controlled gravel access
SP111721 to the site during construction, with best practice
643m2 methods used.
Builder to locate all services before commencement of
construction.
House and pool to be set out by a registered surveyor.
Surveyor to provide certificate at frame and completion
stage for confirmation of building set out and heights.
dp
PROPOSED 2 STOREY
RESIDENCE HOUSE
R 29.50
dp
R 28.85 R 28.85
24
R 28.10
25
26
5,550
5,100
27
28
29
11.940
phil quayle architects
ELEC.
327°43'00" Ph: 5473 0188 Fax: 5473 0199
COMM. TELSTRA
PO Box 1235, Noosa Heads Q 4567
Scrub WATER [email protected]
project:
29
HYDRANT
.9
3
RESIDENCE
for
25
.3
3
Ingrid & Rob Aitken
26
BM:SCREW IN CONCETE
.3
29
RL:26.39
2
.8
3
MARCUS DUNES COURT Lot 23 Marcus Dunes Court
Castaways Beach
(COMMON PROPERTY) LOT NO.
PLAN NO. SP111721
23
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
Site Plan DRAWING NO.
1:100 1.1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 9 pages
Page 2
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/04/2014
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
A B C D Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A
3.1 Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Pool Fence
NOOSA DUNES BODY CORP COMPLIANCE
FLOOR AREAS m2
Frameless glass panels with 100 x 50mm INTERNAL FLOOR AREA 317
recessed channel, neoprene setting block MANAGER'S OFFICE 25
Pool Fence
Pool Fence
25mm wide x 10mm thick, 1000mm long EXTERNAL COVERED 4
strips @ 750mm cts, non-shrink grout and TOTAL 346
6,051
21
one topping to be in accordance with Swimming pool to be in accordance with
manufacturers specifications to form pool BUILDING ENVELOPE 208
engineers design and detail. Pool to have tiled MAX HEIGHT 8m
fence in accordance with the Building Act coping and selected waterline tile and tiled
1975, Building Regulation 2006, AS 1926 STOREYS 2
steps. Pool finish typical to have selected Crystal SITE COVERAGE APPROX. 32%
and Queensland Development Code MP finish. All pool construction to be in accordance
3.4-Swimming pool barriers. Pool fence to with manufacturers/installers specifications. Pool
be min. 1200mm high above adjoining SETBACKS FRONT - 5.1m
to have suitable pumps and filters located in SIDE - 2.0m
finished surface level and have 900mm accordance with manufactures/installers
non climbing zone as specified in pool 2,064 REAR 6.0m
specifications. Pool to have separate balance
legislation. tank.
6 6
Frameless glass panels with 100 x 50mm
LAP POOL recessed channel, neoprene setting block 25mm
Beadcrete wide x 10mm thick, 1000mm long strips @
RL 23.800 750mm cts, non-shrink grout and one topping to
be in accordance with manufacturers
Concrete steps to be in accordance with specifications to form pool fence in accordance
Underwater
structural engineers design and detail. pool with the Building Act 1975, Building Regulation
Steps to have selected slip resistant steps 2006, AS 1926 and Queensland Development
22
external tiles laid in accordance with Code MP 3.4-Swimming pool barriers. Pool
manufacturers specifications. Tiles shall fence to be min. 1200mm high above adjoining
comply with NCC 3.9.1.
FALL
POOL Rise: 175 x 18 finished surface level and have 900mm non
climbing zone as specified in pool legislation.
EQUIPMENT Going: 250 x 17
5 5
8
7
6
5
4
3
2
1
Rise: 138 x 8 RL 22.750 Concrete steps to be in accordance with
Going: 250 x 7 structural engineers design and detail. Steps to
have selected slip resistant external tiles laid in
accordance with manufacturers specifications.
4 MANAGERS
OFFICE BBQ
Tiles shall comply with NCC 3.9.1. 4
Tiles
FALL
L
RL 24.000
L
FA
TERRACE Concrete slab and footings to be in accordance
Brush fence to site boundary as required. Tiles with structural engineers design and detail.
Brush fence to be 1500mm above natural Provide fall away from building in accordance
RL 23.850
ground line. with NCC 3.1.2.3. Concrete to have selected slip
resistant external tiles laid in accordance with
manufacturers specifications.
3 shr
3
23
Robe
BASEMENT
SERVICES BED 3
Natural ventilation to un-enclosed Tiles
basement - for air-con & water heaters RL 24.000
BATH Carpet Existing brush side boundary fence
Tiles RL 24.000
RL 24.000
ENTRY
2 Tiles
RL 24.000 2
2,100 Rise: 139 x 9
LAUNDRY
Extg. Brush Fence to boundary
Going: 275 x 8
Tiles Timber stairs to be in accordance with structural
engineers design and detail. Finishes details to
1
RL 24.000
SERVICE architects future specifications. Stair to comply
2
with NCC 3.9.1. Provide frameless glass panels
3
DUCT 4
to form balustrade and 50mm dia. 316 stainless
Store
5
steel CHS handrail fixing brackets.
Lift
6
7
8 Store
9
Concrete block retaining wall in
24
accordance with structural engineers BACKFILL
design and detail. Apply Rockcote acrylic
render system with sponge finish &
painted with selected colour in Rise: 179 x 7
accordance with final colour selections. Going: 275 x 6
Refer to Rockcote for full coating system Concrete block wall to be in accordance with
details. Tank & waterproof in accordance
with Australian Standards
GARAGE structural engineers design and detail. Provide
Rockcote acrylic render system with sponge
Epoxy Floor Finish
finish and painted with selected colour in
RL 25.250 accordance with final colour selections. Refer to
Rockcote for full coating system details.
Selected random non-permanent sandstone
Line of floor over pavers set in pebble path.
(dashed)
1 1
RAMP
Grated Drain
Aluminium slated fence and gate. Powdercoat
1:10
290mm Concrete block retaining wall in
accordance with structural engineers finish
design and detail. Apply Rockcote acrylic
25
render system with sponge finish &
painted with selected colour in
accordance with final colour selections.
Refer to Rockcote for full coating system
details.
Selected concrete driveway to be in accordance
phil quayle architects
RAMP
6,000
1:4
with AS2890.1 and structural engineers design
26
and detail. Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
27
[email protected]
28
project:
29
RAMP
1:10
RESIDENCE
for
NOTE: Where change of level exceeds
1m, the retaining wall is to be extended to
give a min. 1m high balustrade to comply
A
with BCA.
3.1 Ingrid & Rob Aitken
Floor Plan - Ground Lot 23 Marcus Dunes Court
1:100 Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
1.2
Page 3
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/04/2014
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
A B C D Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A
3.1 Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
NOOSA DUNES BODY CORP COMPLIANCE
FLOOR AREAS m2
INTERNAL FLOOR AREA 317
MANAGER'S OFFICE 25
EXTERNAL COVERED 4
6,050
TOTAL 346
21
BUILDING ENVELOPE 208
MAX HEIGHT 8m
STOREYS 2
SITE COVERAGE APPROX. 32%
SETBACKS FRONT - 5.1m
SIDE - 2.0m
REAR 6.0m
6 6
Cantilevered frameless glass balustrade with 100
LAP POOL x 50mm recessed channel, neoprene setting block
BELOW 25mm wide x 10mm thick, 1000mm long strips @
750mm cts, non-shrink grout and one topping to
Concrete steps to be in accordance with be in accordance with manufacturers specification,
structural engineers design and detail. the NCC 3.9.2 and AS 1926. Balustrade to be min.
Steps to have selected slip resistant 1000mm high above finished floor level. Provide
external tiles laid in accordance with 60mm dia. stainless steel structural handrail to
22
manufacturers specifications. Tiles shall inside of glass balustrade. Glass to be heat
comply with NCC 3.9.1. soaked treated.
5 5
16
15
14
13
12
10
11
9
8
7
6
5
4
3
2
1
17
dp
Rise: 175 x 18
Going: 250 x 17 2,194
4 dp 4
Concrete pier to be in accordance with
TERRACE Concrete slab and footings to be in accordance
structural engineers design and detail.
BBQ with structural engineers design and detail.
Provide Rockcote acrylic render system Tiles
Provide fall away from building in accordance with
with sponge finish and painted with RL 27.000 NCC 3.1.2.3. Concrete to have selected slip
selected colour in accordance with final
resistant external tiles laid in accordance with
colour selections. Refer to Rockcote for
manufacturers specifications.
full coating system details.
3 dp
3
Built-in desk Concrete block wall to be in accordance with
23
structural engineers design and detail. Provide
Rockcote acrylic render system with sponge finish
Wine cabinet and painted with selected colour in accordance
with final colour selections. Refer to Rockcote for
full coating system details.
Open shelves for cookbooks
ct LIVING
bins Tiles
2 KIT
Tiles
RL 27.000
2
RL 27.000
Rise: 139 x 9
dw Going: 275 x 8 Timber stairs to be in accordance with structural
ov 1
engineers design and detail. Finishes details to
dp m/w 2
architects future specifications. Stair to comply
p
3
with NCC 3.9.1. Provide frameless glass panels to
Concrete block wall to be in accordance
2,100 4
form balustrade and 50mm dia. 316 stainless steel
with structural engineers design and p
5
CHS handrail fixing brackets.
detail. Provide Rockcote acrylic render Lift
6
br f 7
shr
system with sponge finish and painted dp
Batten
8
with selected colour in accordance with
Screen
9
final colour selections. Refer to Rockcote
ENS 1
for full coating system details. WC Rise: 125 x 4 Rise: 186 x 11 Tiles
24
Going: 275 x 3 Going: 275 x 10
4 RL 28.250
3 1
Timber stairs to be in accordance with 2 2
Robe
structural engineers design and detail. 1 3
Finishes details to architects future 4
specifications. Stair to comply with NCC 5 4
3.9.1. Provide frameless glass panels to
ENTRY
5
form balustrade and 50mm dia. 316
stainless steel CHS handrail fixing Tiles
brackets.
BED 4 RL 26.500
Carpet
6
RL 27.000
BED 2
Carpet
RL 28.250
RL 26.400
FALL
FALL
1 Concrete slab and footings to be in
1
accordance with structural engineers
design and detail. Provide fall away from
25
building in accordance with NCC 3.1.2.3.
Concrete to have selected slip resistant
external tiles laid in accordance with
manufacturers specifications.
phil quayle architects
290mm Concrete block retaining wall in
26
Ph: 5473 0188 Fax: 5473 0199
5,550
accordance with structural engineers design and
5,100
detail. Apply Rockcote acrylic render system with
290mm Concrete block retaining wall in sponge finish & painted with selected colour in
PO Box 1235, Noosa Heads Q 4567
accordance with structural engineers accordance with final colour selections. Refer to [email protected]
28
design and detail. Apply Rockcote acrylic Rockcote for full coating system details.
27
render system with sponge finish &
painted with selected colour in project:
29
accordance with final colour selections.
Refer to Rockcote for full coating system
details.
RESIDENCE
RL 26.500
for
A
3.1 Ingrid & Rob Aitken
Floor Plan - First Lot 23 Marcus Dunes Court
1:100 Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
1.3
Page 4
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/04/2014
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
A B C D Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A
3.1 Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
NOOSA DUNES BODY CORP COMPLIANCE
FLOOR AREAS m2
INTERNAL FLOOR AREA 317
MANAGER'S OFFICE 25
EXTERNAL COVERED 4
TOTAL 346
21
BUILDING ENVELOPE 208
MAX HEIGHT 8m
STOREYS 2
SITE COVERAGE APPROX. 32%
SETBACKS FRONT - 5.1m
SIDE - 2.0m
REAR 6.0m
6 6
Cantilevered frameless glass balustrade with 100
x 50mm recessed channel, neoprene setting
Poweder coated aluminium vergola block 25mm wide x 10mm thick, 1000mm long
structure to be in accordance with strips @ 750mm cts, non-shrink grout and one
structural engineers design and topping to be in accordance with manufacturers
detail. Painted with selected colour in specification, the NCC 3.9.2 and AS 1926.
accordance with final colour Balustrade to be min. 1000mm high above
22
selections. finished floor level. Provide 60mm dia. stainless
steel structural handrail to inside of glass
balustrade. Glass to be heat soaked treated.
5 dp
5
2,194
4 Box Gutter dp 4
Concrete block wall to be in accordance with
VERGOLA structural engineers design and detail. Provide
Rockcote acrylic render system with sponge
finish and painted with selected colour in
accordance with final colour selections. Refer to
Rockcote for full coating system details. Top edge
of parapet wall to have nominal fall towards gutter
behind.
3 dp
3
Vergola Over
23
TERRACE
3° Pitch
Tiles
mrs1
RL 30.200
2 2
Suspended concrete balcony to be in accordance
with engineers design and detail. Provide tile
bedding with fall away from building in
dp accordance with NCC 3.1.2.3. Provide Emer-
Proof 750 water proofing barrier installed in
Concrete block wall to be in accordance with manufacturers specifications
accordance with structural engineers 2,100 overlaid with cement based screed and selected
design and detail. Provide Rockcote MASTER SUITE external non-slip tiles in accordance with
acrylic render system with sponge Timber manufacturers specifications. Tiles to be cut to
finish and painted with selected dp suit terrace falls. Provide recessed drip groove to
RL 30.300 dp
colour in accordance with final colour underside of terrace.
selections. Refer to Rockcote for full
coating system details.
24
Selected metal roof sheeting to be fixed in
accordance with manufacturers specifications.
1 Roof framing to be in accordance with structural
engineers design and detail. Roof insulation to
bth
2
3 have foil backed roofing felt and R3.5 ceiling
4 batts. Overall roof structure to achieve min. R4.6
3° Pitch
shr ENS 2 in accordance with NCC 3.12.1.2.
mrs1
5
Tiles 6
RL 30.300 7
8
Lysaght flat back 150mm 316 marine grade
9
stainless steel gutter with s/s fixings to treated
timber facia to be in accordance with
10
manufacturers specifications. Gutter to have
Rise: 186 x 11 1:200 fall to dp
Going: 275 x 10
WIR
Timber
1 1
25
Timber stairs to be in accordance
with structural engineers design and
detail. Finishes details to architects
future specifications. Stair to comply
with NCC 3.9.1. Provide frameless
glass panels to form balustrade and phil quayle architects
50mm dia. 316 stainless steel CHS
26
handrail fixing brackets. Ph: 5473 0188 Fax: 5473 0199
5,550
5,100
PO Box 1235, Noosa Heads Q 4567
27
[email protected]
28
project:
29
RESIDENCE
for
A
3.1 Ingrid & Rob Aitken
Floor Plan - Second Lot 23 Marcus Dunes Court
1:100 Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
1.4
Page 5
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/04/2014
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
A B C D Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A
3.1 Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
21
11,127
6 6
22
TOW 30.750
5 5
2,194
4 4
TOW 30.750
2,100
3 dp
3
23
2 2
Lysaght flat back 150mm 316 marine grade
stainless steel gutter with s/s fixings to
treated timber facia to be in accordance with
Selected metal roof sheeting to be dp manufacturers specifications. Gutter to have
fixed in accordance with 1:200 fall to dp
manufacturers specifications. Roof
framing to be in accordance with
structural engineers design and detail.
Roof insulation to have foil backed
dp
roofing felt and R3.5 ceiling batts.
Overall roof structure to achieve min. Selected metal roof sheeting to be fixed in
R4.6 in accordance with NCC accordance with manufacturers
3.12.1.2.
24
specifications. Roof framing to be in
Box Gutter
mrs1 accordance with structural engineers design
3° Pitch and detail. Roof insulation to have foil
backed roofing felt and R3.5 ceiling batts.
Overall roof structure to achieve min. R4.6 in
accordance with NCC 3.12.1.2.
3° Pitch
mrs1
TOW 31.950
1 TOW 33.900
1
25
phil quayle architects
26
Ph: 5473 0188 Fax: 5473 0199
5,550
5,100
PO Box 1235, Noosa Heads Q 4567
27
[email protected]
28
project:
29
RESIDENCE
for
A
3.1 Ingrid & Rob Aitken
Roof Plan Lot 23 Marcus Dunes Court
1:100 Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
1.5
Page 6
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/03/2014
8m AN
GL at
fa ce of
buildin
g
RL 33.750
RL 33.400 CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
RL 31.950 Geotechnical
SCG Consulting Engineers
RL 31.450 P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
RL 30.300 P : 5455 5604 F : 5455 5696
Second Level
Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
RL 28.250
Upper First Level
MATERIALS
ROOF - COLORBOND
RL 27.000 WALLS - RENDERED MASONARY
First Level WINDOWS - ALUMINIUM
RL 26.500
Entry Level
RL 25.250
Garage
Street Elevation
01 1:100
8m AN
GL at
fa ce of
buildin
g
RL 33.750
RL 33.400
RL 31.950
RL 31.450
phil quayle architects
RL 30.300 Ph: 5473 0188 Fax: 5473 0199
Second Level
PO Box 1235, Noosa Heads Q 4567
[email protected]
project:
RL 28.250
Upper First Level
RESIDENCE
RL 27.000
First Level
RL 26.500
for
Entry Level
RL 25.250
Ingrid & Rob Aitken
Garage
Lot 23 Marcus Dunes Court
Western Elevation Castaways Beach
02 1:100
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
2.1
Page 7
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/03/2014
RL 33.750
CONSULTANTS
8m ANG
L Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
RL 30.750
Structural Engineer
RL 30.300 SCG Consulting Engineers
Second Level P : 5455 5604 F : 5455 5696
Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
RL 27.900
MATERIALS
RL 27.000 ROOF - COLORBOND
First Level WALLS - RENDERED MASONARY
WINDOWS - ALUMINIUM
RL 24.000
Ground Level
Northern Elevation
03 1:100
RL 33.750
vel
ond le
e of sec
at fac
8m ANGL
RL 30.300
Second Level
phil quayle architects
Ph: 5473 0188 Fax: 5473 0199
RL 27.000 PO Box 1235, Noosa Heads Q 4567
First Level [email protected]
project:
RESIDENCE
RL 24.000 for
Ground Level
Ingrid & Rob Aitken
Lot 23 Marcus Dunes Court
Castaways Beach
LOT NO. 23
Eastern Elevation
04 1:100 PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
2.2
Page 8
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/03/2014
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Hydraulic Engineer
8m MAX SCG Consulting Engineers
OF STA HT ANGL AT F
IRS AC E P : 5455 5604 F : 5455 5696
8m MAX RL 33.750 MATERIALS
OF BLO HT ANGL AT F RL 33.400
CKWOR AC E ROOF - COLORBOND
K
WALLS - RENDERED MASONARY
WINDOWS - ALUMINIUM
RL 31.950
RL 31.800
RL 31.000
RL 30.750
RL 30.300
Second Level
Feature stone/tile wall
cladding
RL 28.250 RL 27.900
Upper First Level
RL 27.400
RL 27.000
RL 27.000
First Level
RL 25.000
RL 24.000
Ground Level
600
Southern Elevation
05 1:100
phil quayle architects
Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
[email protected]
project:
RESIDENCE
for
Ingrid & Rob Aitken
Lot 23 Marcus Dunes Court
Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
2.3
Page 9
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/03/2014
6 5 4 3 2
CONSULTANTS
Vergola Roof Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
L
8m ANG Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Hydraulic Engineer
TERRACE MASTER SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
SUITE
Vergola Roof
BBQ
AREA KITCHEN
RL 27.000
First Level
BASEMENT
MANAGERS SERVICES -
2,700
OFFICE NON
HABITABLE
RL 24.000 phil quayle architects
Ground Level
Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
[email protected]
Pool project:
RESIDENCE
for
Ingrid & Rob Aitken
Lot 23 Marcus Dunes Court
6 5 4 3 2 Castaways Beach
LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
Section PROJECT NO.
A 1:50 1512-03
DRAWING NO.
3.1/1
Page 10
5m 4 3 2 1
REV DESCRIPTION DATE
A Body Corp Issue 06/03/2014
2 1
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
TERRACE MASTER WIR ENS 2
SUITE
RL 30.300
Second Level
Grated drain
3,000
KITCHEN WC BED 4
BASEMENT
SERVICES -
NON BACKFILL
HABITABLE phil quayle architects
Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
[email protected]
project:
RESIDENCE
for
Ingrid & Rob Aitken
Lot 23 Marcus Dunes Court
Castaways Beach
2 1 LOT NO. 23
PLAN NO. SP111721
DRAWN MD
SCALE (A2)
Section
A 1:50
PROJECT NO.
1512-03
DRAWING NO.
3.1/2
Used in these records
140307 NOOSA DUNES.PDFRelated documentApplication case desk ↗
About this file
- File size
- 1.6 MB (small file)
- File type
No other editions are linked here.