Council archive · source document
131027. 23Noosa Dunes · MCU13/0224
5m 4 3 2 1
REV DESCRIPTION DATE
A Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
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
6,230
21
P : 5455 5604 F : 5455 5696
7,092
REAL PROPERTY DESCRIPTION
Details
LOT: 23
R 26.26 SP: 111721
Parish: Weyba
County: March
LGA: Sunshine Coast Regional Council
Locality: Castaways Beach
Site Area: 643m2
24
FENCE
PROPOSED SITE NOTES
POOL SP111721
2,240 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,
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"
dp commencement of any works. The author of the
2000 drawings takes no responsibility for details as shown if
35.587
changes are made during or prior to construction
23 237°43'00"
without written notice or approval. Do not scale off plans
36.532 use figure dimensions only. The maximum height of
construction is 8.0m above natural ground level
(excluding relaxations as per town planning approval).
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
SP111721 R 28.85 commencement of any works. The Builder is to ensure
that all requirements of the covenant are maintained
during the construction of the works. The Builder is to
22 comply with statutory and contractual environmental
23
643m2 protection requirements, including the provision of
sediment control barriers and controlled gravel access
SP111721 to the site during construction, with best practice
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.
PROPOSED
2,050 RESIDENCE 2 STOREY
HOUSE
R 29.50
R 28.85 R 28.85
24
2,164
R 28.10
25
26
5,550
27
28
29
Banksia
11.940
6.461 phil quayle architects
ELEC.
327°43'00" 336°11'4 Ph: 5473 0188 Fax: 5473 0199
COMM. TELSTRA 5" 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
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Page 2
Concrete block retaining wall in accordance with
structural engineers design and detail. Apply
Rockcote acrylic render system with sponge finish &
4 5m 4 3 2 1
painted with selected colour in accordance with final REV DESCRIPTION DATE
colour selections. Refer to Rockcote for full coating A Concept Issue 21/01/2013
system details. Tank & waterproof in accordance with B Design Development Issue 06/03/2013
Australian Standards C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
Concrete block wall to be in accordance with
STORE
Exposed
structural engineers design and detail. Provide
Rockcote acrylic render system with sponge finish
and painted with selected colour in accordance with
3
Aggregate final colour selections. Refer to Rockcote for full
RL 22.800 coating system details.
B
3.1
Basement storage to contain air conditioning
condensers, HWC and pool equipment
CONSULTANTS
Surveyor
Floor Plan - Basement Max Watterson & Associates
P : 5442 6121 F : 5442 5125
1:100
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A B C D Structural Engineer
SCG Consulting Engineers
Concrete steps to be in accordance with structural engineers P : 5455 5604 F : 5455 5696
design and detail. Steps to have selected slip resistant
external tiles laid in accordance with manufacturers
specifications. Tiles shall comply with NCC 3.9.1.
Hydraulic Engineer
SCG Consulting Engineers
A A D P : 5455 5604 F : 5455 5696
3.1 3.1 3.2 C
4.2
Concrete piers to be in accordance with FLOOR AREAS m2
structural engineers design and detail.
Frameless glass panels with 100 x 50mm recessed channel, Provide Rockcote acrylic render system with GROUND FLOOR
neoprene setting block 25mm wide x 10mm thick, 1000mm sponge finish and painted with selected INTERNAL - PROPOSED 198
long strips @ 750mm cts, non-shrink grout and one topping to colour in accordance with final colour EXTERNAL COVERED 2
be in accordance with manufacturers specifications to form selections. Refer to Rockcote for full coating TOTAL 200
pool fence in accordance with the Building Act 1975, Building system details.
Regulation 2006, AS 1926 and Queensland Development FIRST FLOOR
Code MP 3.4-Swimming pool barriers. Pool fence to be min. Cantilevered frameless glass balustrade with INTERNAL 169
1200mm high above adjoining finished surface level and have 100 x 50mm recessed channel, neoprene EXTERNAL COVERED 0
900mm non climbing zone as specified in pool legislation. setting block 25mm wide x 10mm thick, TOTAL 169
1000mm long strips @ 750mm cts, non-
Beach pebble shrink grout and one topping to be in TOTAL ALL FLOORS INTERNAL 367
Swimming pool to be in accordance with engineers design and
garden accordance with manufacturers TOTAL ALL FLOORS EX. COVERED 2
detail. Pool to have tiled coping and selected waterline tile and
specification, the NCC 3.9.2 and AS 1926. TOTAL ALL FLOORS INT + EXT 369
tiled steps. Pool finish typical to have selected Crystal finish. All
Balustrade to be min. 1000mm high above
pool construction to be in accordance with manufacturers/
finished floor level. Provide 60mm dia. NOTE - TOTAL ALLOWABLE FLOOR
installers specifications. Pool to have suitable pumps and filters
stainless steel structural handrail to inside of - AREA = 390m2
located in accordance with manufactures/installers
glass balustrade. Glass to be heat soaked AREAS MEASURED IN
specifications. Pool to have separate balance tank.
treated. ACCORDANCE WITH NOOSA
Rise: 190 x 2 W8 DUNES PLANNING COVENANTS
24.00 +
6 6
Going: 250 x 1 1 - MAX STORIES = 2
- MAX HEIGHT ANG = 8m
Step - ENVELOPE AREA = 218m2
D6
B 1
3.1 W7
+ 24.55 1 250mm concrete slab edge detail in
Water feature to architects details. D13 accordance with architect's detail. Provide
1 Granotex waterproof style render system
Brush fence to site boundary as required. Brush fence to be and painted with selected colour in
24.60 + accordance with final colour selections.
1500mm above natural ground line. FALL
POOL
Beadcrete FALL
RL 24.500
LIVING
+ 24.55 Tiles
ce
RL 24.700 Lounge room cantilevered over
la
COVERED battered retaining wall
Firep
TERRACE 24.60 +
Tiles D5
Underwater
1
26.00 + pool
5 steps
+ 24.55 B
5
FALL
G3 FALL 3.1
1
Centor Screen W6 2,050
1
4 +
24.55 4
FALL
Concrete slab and footings to be in accordance with structural 24.60 +
engineers design and detail. Provide fall away from building in DINING
accordance with NCC 3.1.2.3. Concrete to have selected slip
Tiles
resistant external tiles laid in accordance with manufacturers 26.50 + Rise: 133 x 3
specifications. Going: 250 x 2 RL 24.700
24.60 +
1
3 3
2
3 1
Rise: 150 x 2 KIT
2
Going: 275 x 1 Tiles W5
D4 ct 1
1 RL 24.700
2,050
W9
1
B B
3.1 D7 Dashed line denotes basement 3.1
1 storage below
LOUNGE
27.00 + Rise: 136 x 22 f p p
Concrete block retaining wall in accordance with structural Carpet
Going: 280 x 21 Selected random non-permanent sandstone
Spoon Drain
engineers design and detail. Apply Rockcote acrylic render RL 25.000
system with sponge finish & painted with selected colour in P t wm
pavers set in pebble path.
accordance with final colour selections. Refer to Rockcote for 1 WC
full coating system details. Retaining wall to have 1.7m high 2 LAUNDRY Timber stairs to be in accordance with
Extg. Brush Fence to boundary
17 D9
brush fence above. 3
1 Tiles structural engineers design and detail.
16 Rise: 175 x 4 D12
4 RL 24.300 Finishes details to architects future
15 Going: 275 x 3 D10 1
Future Ensuite + 5
1 D11 specifications. Stair to comply with NCC
Gas bottles enclosure with roof to architect detail. 14
H + C Water + 13
6 1 3.9.1. Provide frameless glass panels to
Sewerage 12 7
form balustrade and 50mm dia. 316
8
stainless steel CHS handrail fixing brackets.
9 LIFT
27.50 +
10
STORE
2 2
+ 24.80 Spoon Drain Stone cladding 11
ENTRY
D2
+ 26.30 Tiles
LPG LPG 1
RL 26.500 Concrete block wall to be in accordance with
RL 27.300 Rise: 175 x 3 structural engineers design and detail.
Going: 275 x 2 Provide Rockcote acrylic render system with
FALL
Concrete slab and footings to be in accordance with structural sponge finish and painted with selected
engineers design and detail. Provide fall away from building in D3 colour in accordance with final colour
accordance with NCC 3.1.2.3. Concrete to have selected slip PORCH 1 selections. Refer to Rockcote for full coating
resistant external tiles laid in accordance with manufacturers Tiles W1 GARAGE system details.
specifications. 1 Epoxy Floor Finish
RL 26.400
Rise: 166 x 6 RL 25.525 W4
Going: 250 x 5 1
28.00 +
Spoon Drain
W3
B COURTYARD 100m
m Ste
1 B
Exposed Aggregate p
3.1 RL 26.300 W2 3.1
1
FALL
D1
1
1 Cold Water Shower G1 1
RAMP
Grated Drain
1:10
Spoon Drain 1
Timber paling fence. Timber fences finish to
G2
1 RL 25.500
be in accordance with final colour selection
of materials.
phil quayle architects
28.00 + 27.50 +
Ph: 5473 0188 Fax: 5473 0199
RL 26.225 PO Box 1235, Noosa Heads Q 4567
Concrete block retaining wall in accordance
6,004
DRIVEWAY [email protected]
RAMP
with structural engineers design and detail.
1:4
Spoon Drain Exposed Aggregate Apply Rockcote acrylic render system with
5,200
sponge finish & painted with selected colour project:
Beach pebble in accordance with final colour selections.
garden Refer to Rockcote for full coating system
details.
RL 26.625 RESIDENCE
C Selected concrete driveway to be in
4.2 Grated Drain accordance with AS2890.1 and structural for
engineers design and detail.
Selected concrete footpaths to be in accordance with AS1379,
AS3600 & AS3727 and structural engineers design and detail.
Ingrid & Rob Aitken
To have falls across footpath away from building at 1:20.
A A D
3.1 3.1 3.2
NOTE: Where change of level exceeds 1m, the retaining wall is
Lot 23 Marcus Dunes Court
to be extended to give a min. 1m high balustrade to comply with
BCA. Castaways Beach
A B C D LOT NO. 23
PLAN NO. SP111721
Floor Plan - Ground DRAWN MD
1:100 SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
1.2
Page 3
5m 4 3 2 1
REV DESCRIPTION DATE
A Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
CONSULTANTS
Surveyor
A B C D Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A A D Structural Engineer
3.1 3.1 3.2 C SCG Consulting Engineers
4.2 P : 5455 5604 F : 5455 5696
Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Cantilevered frameless glass balustrade with 100 x
6,231
50mm recessed channel, neoprene setting block
25mm wide x 10mm thick, 1000mm long strips @
750mm cts, non-shrink grout and one topping to be in
accordance with manufacturers specification, the NCC
3.9.2 and AS 1926. Balustrade to be min. 1000mm
high above finished floor level. Provide 60mm dia.
stainless steel structural handrail to inside of glass
balustrade. Glass to be heat soaked treated.
6 6
B
3.1 Suspended concrete balcony to be in accordance with
engineers design and detail. Provide tile bedding with
2,050 fall away from building in accordance with NCC
3.1.2.3. Provide Emer-Proof 750 water proofing
barrier installed in accordance with manufacturers
specifications overlaid with cement based screed and
selected external non-slip tiles in accordance with
BALCONY manufacturers specifications. Tiles to be cut to suit
Poweder coated aluminium vergola structure to be in accordance Tiles terrace falls. Provide recessed drip groove to
with structural engineers design and detail. Painted with selected RL 27.900 underside of terrace.
colour in accordance with final colour selections.
Vergola
or Similar
5 B
5
W14 D5
2
W13 3.1
2 2
MASTER SUITE
4 W15
Timber
RL 28.000 2,000
4
dp 2
D4
W16 2 bth W12
2 ENS 2 2
Tiles
RETTREAT/BED 2
3 Timber
RL 28.000
RL 28.000
3
D6
2
W17 D7
2 shr
2
B D3 D8 B
2
3.1 Timber 2 wc W11 3.1
Timber stairs to be in accordance with structural engineers design RL 28.000 2
and detail. Finishes details to architects future specifications. Stair to
Rise: 136 x 22
comply with NCC 3.9.1. Provide frameless glass panels to form
Going: 280 x 21 D9
balustrade and 50mm dia. 316 stainless steel CHS handrail fixing 2,050 D2
brackets. Robe
22
2 WIR W10 Concrete block wall to be in accordance with
2 21
2
Linen
20 Timber structural engineers design and detail. Provide
W18 19
Rockcote acrylic render system with sponge finish and
D1 painted with selected colour in accordance with final
2 18 Open
Concrete block wall to be in accordance with structural engineers 2 colour selections. Refer to Rockcote for full coating
17 Stair shr W9
design and detail. Provide Rockcote acrylic render system with Rise: 175 x 3
sponge finish and painted with selected colour in accordance with
16
Going: 275 x 2
D10 BATHROOM 2 system details.
final colour selections. Refer to Rockcote for full coating system
BED 3 15 2 Tiles
14
details. Timber RL 28.000
13
RL 28.000 12
wc
W19
LIFT
2
2 2
wc
W8
VOID ENS 1 2
D11 Tiles
W1 W2 2 shr RL 28.525 W7
2 2 2
Robe
2,164
300mm Hebel awning to be fixed to concrete block walls in
accordance with manufacturers specifrications. Provide Rockcote D12 D13
acrylic render system with sponge finish and painted with selected W3 2 2
colour in accordance with final colour selections. Refer to Rockcote 2
for full coating system details.
W4 BED 4
CANOPY 2 W6
Timber 2
RL 28.525
B B
3.1 3.1
Desk
1 W5 1
2
Concrete pier to be in accordance with 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.
5,554
phil quayle architects
Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
[email protected]
C
4.2 project:
RESIDENCE
A A D for
3.1 3.1 3.2
Ingrid & Rob Aitken
A B C D Lot 23 Marcus Dunes Court
Castaways Beach
Floor Plan - First
1:100
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 Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
CONSULTANTS
Surveyor
A B C D Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
A A D Structural Engineer
3.1 3.1 3.2 C SCG Consulting Engineers
4.2 P : 5455 5604 F : 5455 5696
Hydraulic Engineer
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
6,230
6 6
B
3.1
Lysaght flat back 150mm 316 marine grade
stainless steel gutter with s/s fixings to treated
timber facia to be in accordance with
manufacturers specifications. Gutter to have
Balcony Below 1:200 fall to dp
Vergola Below
Flat roof over bathroom to be hand pitched in
timber with stainless steel cladding in
accordance with architects and engineer's
Lysaght flat back 150mm 316 marine grade stainless steel design and detail. Roof insulation to have foil
gutter with s/s fixings to treated timber facia to be in backed roofing felt and R3.5 ceiling batts.
accordance with manufacturers specifications. Gutter to Overall roof structure to achieve min. R4.6 in
have 1:200 fall to dp accordance with NCC 3.12.1.2.
1,500
5 1,500 B
5
2050
3.1
dp
4 4
1,500
150
Lysaght flat back 150mm 316 marine grade
150 stainless steel gutter with s/s fixings to treated
timber facia to be in accordance with
manufacturers specifications. Gutter to have
Flat 1:200 fall to dp
Roof
3 3
mrs1
B B
3° Pitch
3.1 3.1
Concrete block wall to be in accordance with structural
engineers design and detail. Provide Rockcote acrylic Selected metal roof sheeting to be fixed in
render system with sponge finish and painted with selected accordance with manufacturers specifications.
colour in accordance with final colour selections. Refer to Roof framing to be in accordance with
Rockcote for full coating system details. structural engineers design and detail. Roof
insulation to have foil backed roofing felt and
2,050 R3.5 ceiling batts. Overall roof structure to
achieve min. R4.6 in accordance with NCC
3.12.1.2.
2 2
2,164
Concrete block wall to be in accordance with
structural engineers design and detail. Provide
300mm Hebel awning to be fixed to concrete block walls in
Rockcote acrylic render system with sponge
accordance with manufacturers specifrications. Provide
finish and painted with selected colour in
Rockcote acrylic render system with sponge finish and
accordance with final colour selections. Refer
painted with selected colour in accordance with final colour
to Rockcote for full coating system details. Top
selections. Refer to Rockcote for full coating system details.
edge of parapet wall to have nominal fall
towards gutter behind.
B B
3.1 3.1
1 1
300mm Hebel awning to be fixed to concrete
block walls in accordance with manufacturers
specifrications. 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.
5,550
phil quayle architects
Ph: 5473 0188 Fax: 5473 0199
PO Box 1235, Noosa Heads Q 4567
[email protected]
C
4.2 project:
RESIDENCE
A A D for
3.1 3.1 3.2
Ingrid & Rob Aitken
A B C D Lot 23 Marcus Dunes Court
Castaways Beach
Floor Plan - Roof
1:100
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 Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
8.0m
max.
heigh
t
Concrete block wall to be in accordance with
structural engineers design and detail. Provide
Rockcote acrylic render system with sponge CONSULTANTS
finish and painted with selected colour in Surveyor
300mm Hebel awning to be fixed to concrete block walls in accordance accordance with final colour selections. Refer to Max Watterson & Associates
with manufacturers specifrications. Provide Rockcote acrylic render Rockcote for full coating system details. P : 5442 6121 F : 5442 5125
system with sponge finish and painted with selected colour in
accordance with final colour selections. Refer to Rockcote for full
Geotechnical
coating system details. RL 32.775
SCG Consulting Engineers
RL 32.575 P : 5455 5604 F : 5455 5696
RL 32.000 Top of Wall
Concrete block wall to be in accordance with structural engineers design 300mm Hebel awning to be fixed to concrete Structural Engineer
and detail. Provide Rockcote acrylic render system with sponge finish block walls in accordance with manufacturers
and painted with selected colour in accordance with final colour specifrications. Provide Rockcote acrylic render
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
selections. Refer to Rockcote for full coating system details. system with sponge finish and painted with
selected colour in accordance with final colour
RL 30.700 selections. Refer to Rockcote for full coating Hydraulic Engineer
Pitching Point system details. SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Concrete pier to be in accordance with structural engineers design and
detail. Provide Rockcote acrylic render system with sponge finish and MATERIALS
painted with selected colour in accordance with final colour selections. RL 28.525
Refer to Rockcote for full coating system details. First Floor (Bed 4) ROOF - COLORBOND
WALLS - RENDERED MASONARY
WINDOWS - ALUMINIUM
RL 26.500
Ground Floor
RL 25.525
Garage
Street Elevation
01 1:100
8.0m
max.
heigh
t
Concrete block wall to be in accordance with
structural engineers design and detail. Provide
Rockcote acrylic render system with sponge
finish and painted with selected colour in
300mm Hebel awning to be fixed to concrete block walls in accordance accordance with final colour selections. Refer to
with manufacturers specifrications. Provide Rockcote acrylic render Rockcote for full coating system details.
system with sponge finish and painted with selected colour in
accordance with final colour selections. Refer to Rockcote for full
coating system details. RL 32.775
RL 32.150 RL 32.150 RL 32.575
RL 32.000 Top of Wall
Concrete block wall to be in accordance with structural engineers design 300mm Hebel awning to be fixed to concrete
and detail. Provide Rockcote acrylic render system with sponge finish block walls in accordance with manufacturers phil quayle architects
and painted with selected colour in accordance with final colour specifrications. Provide Rockcote acrylic render
selections. Refer to Rockcote for full coating system details. system with sponge finish and painted with Ph: 5473 0188 Fax: 5473 0199
selected colour in accordance with final colour
RL 30.700 selections. Refer to Rockcote for full coating
PO Box 1235, Noosa Heads Q 4567
Pitching Point system details. [email protected]
project:
Concrete pier to be in accordance with 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.
RL 28.525
First Floor (Bed 4)
RESIDENCE
for
Concrete block retaining wall in accordance with structural engineers Selected concrete driveway to be in accordance
design and detail. To have stone cladding to pool side in accordance with AS2890.1 and structural engineers design
with manufacturers specifications. Refer to schedule of finishes for and detail.
cladding selection. Apply Rockcote acrylic render system with sponge
finish & painted with selected colour in accordance with final colour
RL 26.500
Ground Floor
Ingrid & Rob Aitken
selections to garden side. Refer to Rockcote for full coating system
details. RL 25.525
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 6
5m 4 3 2 1
REV DESCRIPTION DATE
A Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
t
x. heigh
8.0m ma ary
Selected metal roof sheeting to be fixed in accordance with m bound
manufacturers specifications. Roof framing to be in accordance x. heig ht 4m fro
with structural engineers design and detail. Roof insulation to 8.0m ma
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. CONSULTANTS
Surveyor
Lysaght flat back 150mm 316 marine grade stainless steel 300mm Hebel awning to be fixed to concrete block Max Watterson & Associates
gutter with s/s fixings to treated timber facia to be in accordance walls in accordance with manufacturers specifrications. P : 5442 6121 F : 5442 5125
with manufacturers specifications. Gutter to have 1:200 fall to Provide Rockcote acrylic render system with sponge
dp finish and painted with selected colour in accordance
with final colour selections. Refer to Rockcote for full
Geotechnical
coating system details. SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Poweder coated aluminium vergola structure to be in Concrete block wall to be in accordance with structural
accordance with structural engineers design and detail. Painted Structural Engineer
engineers design and detail. Provide Rockcote acrylic
with selected colour in accordance with final colour selections. render system with sponge finish and painted with SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
selected colour in accordance with final colour
RL 30.700 selections. Refer to Rockcote for full coating system
Cantilevered frameless glass balustrade with 100 x 50mm Pitching Point details. Hydraulic Engineer
recessed channel, neoprene setting block 25mm wide x 10mm SCG Consulting Engineers
thick, 1000mm long strips @ 750mm cts, non-shrink grout and P : 5455 5604 F : 5455 5696
one topping to be in accordance with manufacturers
specification, the NCC 3.9.2 and AS 1926. Balustrade to be min.
1000mm high above finished floor level. Provide 60mm dia.
stainless steel structural handrail to inside of glass balustrade.
Glass to be heat soaked treated. MATERIALS
RL 28.000 Concrete block retaining wall in accordance with ROOF - COLORBOND
First Floor structural engineers design and detail. To have stone WALLS - RENDERED MASONARY
cladding to pool side in accordance with manufacturers WINDOWS - ALUMINIUM
specifications. Refer to schedule of finishes for
cladding selection. Apply Rockcote acrylic render
system with sponge finish & painted with selected
colour in accordance with final colour selections to
garden side. Refer to Rockcote for full coating system
details.
Concrete block wall to be in accordance with structural
RL 25.000 engineers design and detail. Provide Rockcote acrylic
Ground Floor render system with sponge finish and painted with
selected colour in accordance with final colour
selections. Refer to Rockcote for full coating system
details.
Northern Elevation
03 1:100
Selected metal roof sheeting to be fixed in accordance with
manufacturers specifications. Roof framing to be in
accordance with structural engineers design 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.
Lysaght flat back 150mm 316 marine grade stainless steel
Flat roof over bathroom to be hand pitched in timber with stainless gutter with s/s fixings to treated timber facia to be in
steel cladding in accordance with architects and engineer's design accordance with manufacturers specifications. Gutter to have
and detail. Roof insulation to have foil backed roofing felt and R3.5 1:200 fall to dp
ceiling batts. Overall roof structure to achieve min. R4.6 in
accordance with NCC 3.12.1.2.
RL 30.700
Suspended concrete balcony to be in accordance with engineers Pitching Point
design and detail. Provide tile bedding with fall away from building
in accordance with NCC 3.1.2.3. Provide Emer-Proof 750 water Concrete block wall to be in accordance with structural
proofing barrier installed in accordance with manufacturers engineers design and detail. Provide Rockcote acrylic render
system with sponge finish and painted with selected colour in
specifications overlaid with cement based screed and selected
accordance with final colour selections. Refer to Rockcote for phil quayle architects
external non-slip tiles in accordance with manufacturers
specifications. Tiles to be cut to suit terrace falls. Provide recessed full coating system details.
drip groove to underside of terrace.
Ph: 5473 0188 Fax: 5473 0199
RL 28.000 PO Box 1235, Noosa Heads Q 4567
First Floor [email protected]
Cantilevered frameless glass balustrade with 100 x 50mm recessed
channel, neoprene setting block 25mm wide x 10mm thick, 1000mm project:
long strips @ 750mm cts, non-shrink grout and one topping to be in Frameless glass panels with 100 x 50mm recessed channel,
accordance with manufacturers specification, the NCC 3.9.2 and AS neoprene setting block 25mm wide x 10mm thick, 1000mm
long strips @ 750mm cts, non-shrink grout and one topping to
1926. Balustrade to be min. 1000mm high above finished floor level.
Provide 60mm dia. stainless steel structural handrail to inside of be in accordance with manufacturers specifications to form
pool fence in accordance with the Building Act 1975, Building
RESIDENCE
glass balustrade. Glass to be heat soaked treated.
Regulation 2006, AS 1926 and Queensland Development
RL 25.000 Code MP 3.4-Swimming pool barriers. Pool fence to be min. for
Ground Floor 1200mm high above adjoining finished surface level and have
250mm concrete slab edge detail in accordance with architect's
detail. Provide Granotex waterproof style render system and 900mm non climbing zone as specified in pool legislation.
painted with selected colour in accordance with final colour
selections. Concrete steps to be in accordance with structural engineers Ingrid & Rob Aitken
design and detail. Steps to have selected slip resistant
external tiles laid in accordance with manufacturers
specifications. Tiles shall comply with NCC 3.9.1.
Lot 23 Marcus Dunes Court
Concrete block retaining wall in accordance with structural
engineers design and detail. To have stone cladding to pool side in Castaways Beach
accordance with manufacturers specifications. Refer to schedule of
finishes for cladding selection. Apply Rockcote acrylic render
system with sponge finish & painted with selected colour in
accordance with final colour selections to garden side. Refer to
LOT NO. 23
Rockcote for full coating system details.
Eastern Elevation
04 1:100 PLAN NO. SP111721
DRAWN MD
SCALE (A2)
PROJECT NO.
1512-03
DRAWING NO.
2.2
Page 7
5m 4 3 2 1
REV DESCRIPTION DATE
A Concept Issue 21/01/2013
B Design Development Issue 06/03/2013
C Body Corp Approval 18/03/2013
D Body Corp Approval 09/10/2013
E Revised Body Corp Approval 27/10/2013
CONSULTANTS
Surveyor
Max Watterson & Associates
P : 5442 6121 F : 5442 5125
Geotechnical
SCG Consulting Engineers
P : 5455 5604 F : 5455 5696
Structural Engineer
Flat roof over bathroom to be hand pitched in timber SCG Consulting Engineers
with stainless steel cladding in accordance with Selected metal roof sheeting to be fixed in accordance P : 5455 5604 F : 5455 5696
architects and engineer's design and detail. Roof with manufacturers specifications. Roof framing to be in
insulation to have foil backed roofing felt and R3.5 accordance with structural engineers design and detail.
Roof insulation to have foil backed roofing felt and R3.5 Hydraulic Engineer
ceiling batts. Overall roof structure to achieve min. SCG Consulting Engineers
R4.6 in accordance with NCC 3.12.1.2. ceiling batts. Overall roof structure to achieve min. R4.6 in
accordance with NCC 3.12.1.2. P : 5455 5604 F : 5455 5696
Lysaght flat back 150mm 316 marine grade stainless steel
Concrete block wall to be in accordance with gutter with s/s fixings to treated timber facia to be in
structural engineers design and detail. Provide accordance with manufacturers specifications. Gutter to MATERIALS
Rockcote acrylic render system with sponge finish and have 1:200 fall to dp ROOF - COLORBOND
painted with selected colour in accordance with final WALLS - RENDERED MASONARY
colour selections. Refer to Rockcote for full coating Suspended concrete balcony to be in accordance with WINDOWS - ALUMINIUM
system details. 8.0m ma engineers design and detail. Provide tile bedding with fall
x. heigh away from building in accordance with NCC 3.1.2.3.
t 4m from
boundary Provide Emer-Proof 750 water proofing barrier installed in
8.0m ma
RL 32.575 x. heigh accordance with manufacturers specifications overlaid
t
RL 32.300 with cement based screed and selected external non-slip
tiles in accordance with manufacturers specifications. Tiles
RL 31.825 RL 31.900
to be cut to suit terrace falls. Provide recessed drip groove
RL 31.525 to underside of terrace.
300mm Hebel awning to be fixed to concrete block Cantilevered frameless glass balustrade with 100 x 50mm
walls in accordance with manufacturers recessed channel, neoprene setting block 25mm wide x
specifrications. Provide Rockcote acrylic render RL 30.700
Pitching Point 10mm thick, 1000mm long strips @ 750mm cts, non-
system with sponge finish and painted with selected shrink grout and one topping to be in accordance with
colour in accordance with final colour selections. manufacturers specification, the NCC 3.9.2 and AS 1926.
Refer to Rockcote for full coating system details. Balustrade to be min. 1000mm high above finished floor
level. Provide 60mm dia. stainless steel structural handrail
to inside of glass balustrade. Glass to be heat soaked
treated.
RL 28.525
First Floor (Bed 4)
RL 28.000
First Floor
RL 25.525
Garage
RL 25.000
Ground Floor
RL 24.300
Ground Floor (Laundry)
250mm concrete slab edge detail in accordance with
architect's detail. Provide Granotex waterproof style render
system and painted with selected colour in accordance
with final colour selections.
Basement storage to contain air conditioning
condensers, HWC and pool equipment
Concrete block retaining wall in accordance with structural
engineers design and detail. To have stone cladding to
pool side in accordance with manufacturers specifications.
Southern Elevation Refer to schedule of finishes for cladding selection. Apply
05 1:100
Rockcote acrylic render system with sponge finish &
painted with selected colour in accordance with final
phil quayle architects
colour selections to garden side. Refer to Rockcote for full Ph: 5473 0188 Fax: 5473 0199
coating system details.
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
Used in these records
131027. 23NOOSA DUNESRelated documentApplication case desk ↗
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