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202217 Wyandra Duplex BA REVE - Reference Change Markers
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B L A C K New Duplex + Demolition of Existing Residence 6 Wyandra Street, Noosa Heads Capital Prudential W O O D BUILDING APPROVAL a r c h i t e c t u r e & d e s i g n Change Referenece Number 1. Pool size and location modified 17. Layout changed 2. Levels south elevation modified 18. Unit 2 upper level layout changed to algin with ground 3. Fence reduced and simplified floor walls; suspended concrete floor removed 4. Simplified letterbox and fencing 19. Side roof removed 5. Fire rated wall for garage east elevation 20. Open roof pergola entry feature 6. Removed retaining wall on east boundary 21. Roof pitch changed 7. Door size increased 22. Awning reduced 8. Moved pool off boundary 23. Curved awnings removed 9. Reduced height on retaining wall north boundary 24. Screen added to master bedroom for privacy 10. RL’s adjusted throughout to suit 25. Glazing changed to suit new layout 11. WC added 26. Screen modified 12. Front stairs removed 27. Screen added 13. Reduced retaining 28. Window on south elevation removed 14. Bins relocated 29. Screen removed and replaced by balustrade 15. Realigned driveway to reduce gradient 30. Window sill height reduced 16. Planter box added above garage
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Full text of sections 2 to 6 (of 12)
Section 2
1.0 GENERAL NOTES
General 1. The following notes shall be read in conjunction with all design documents, schedules & specifications including but not limited to architectural, Wet area 1 All shower floors to fall to drain wastes without the occurrence of ponding;
structural and services drawings and specifications, and any Principal's project requirements documents relating to this project. floors 2 Wet Area Tiles to finish flush with adjoining floor finishes;
2. All work shall comply with ncc/ relevant authority requirements and australian standards (as.) Codes for Trades 3 Clear anodised aluminium angle (or similar Water Stop) to tiles at all doorways;
3. Do not scale off these drawings. 4 Wet Area Membranes – extent and type to AS 3740.
4. Contractor shall verify all dimensions on site. 5 FWG's to be installed as per Architectural drawings & manufacturer's specifications.
5. Contractor shall report any discrepancy in the documents to the architect for clarificationprior to the affected work proceeding.
Falls, thresholds 1 Flush set thresholds throughout, details to be approved by architects;
6. Builder to confirm setout with architect prior to construction
& setdowns 2 Ensure adequate falls are achieved away from door openings on external slabs for water diversion.
7. All levels are to Australian height datum (ahd) UNO.
8. All materials and fittings to be fixed in strict accordance with the manufacturers current specification and recommendation External Walls All timber members to be termite resistant, with timber treated to the appropriate hazard level as specified in AS1604.
9. Expansion, control or construction joints for all materials/systems to be provided in accordance with Manufacturer's instructions. Locations of
Internal walls 1 90mm MGP 12 timber framing or steel stud frame TBA or as otherwise noted on the Structural Engineering Drawings;
joints to be confirmed on site with architect prior to installation.
2 Note: Confirm requirement (if any) for additional noggins for fittings & fixtures (e.g. accessories, wall mounted televisions,etc) in each room
10. Refer to Surveyor's drawings check survey and detail drawing to locate and confirm all existing services, pipes poles, embankments, pits and like
with Architect / Interior Designer prior to sheeting
prior to commencing any work;
11. Refer to civil Engineer dwgs for existing and new water, drainage design and associated site works design and detail. Refer to civil Engineer and Ceilings & Soffits All timber members to be termite resistant, with timber treated to the appropriate hazard level as specified in AS1604
landscape dwgs for all roadway, paving, surface, surfaced finished Surface levels;
12. Refer window schedule and/or facade Engineer details for all glass, frame types and finishes etc. Roof structure Timber and Steel framing to Structural Engineer's design and specification.
13. All dimensions to be verified prior to preparation of shop drawings and commencement of construction; Supply and install a complete insulated roofing system, weatherproof and bird proof roofing, siding and roof plumbing
14. Refer to elevations and/or facade Engineer drawings for further finishes and panel setout information - Confirm with architect prior to installation complete with accessories as shown and detailed on the architectural drawings including but not limited to the
manufacture and/or installation. following:-
15. All silicon sealant to be colour matched to adjacent surface UNO. 1 Site cranage & scaffolding;
16. Moisture resistant linings to wet 'areas' in accordance to NCC. 2 Roof openings – services, vents and mechanical services;
3 Roof expansion joints;
Termites Provide physical barrier (Termimesh or equal) to penetrations and perimeter. Installation to be: 4 Ridge & barge capping as detailed on the Architectural drawings;
1. Accordance with manufactures specification, and NCC. 5 Flashings / copings, including all flashing and weatherproofing around supports to the roof penetrations;
2. Provide termite management plan to architect for records prior to installation. 6 Hail / leaf guards;
3. Provide copy of installation certificate for records after completion 7 Door & window head flashing;
Drainage 1. Installation to be in accordance with the water supply & sewerage act amendments. 2.0 UNDERGROUND SERVICES
2. Roofwater drainage to connect existing stormwater system. Refer to Hydraulic Engineer;
The identification and location of all underground services is the responsibility of the owner. Prior to any demolition, excavation or
3. Installation to be in accordance with local Authority's requirements. Confirm prior to installation.
construction on the site, the relevant authority should be contacted for confirmation of location and depth of services. Dial before you dig
Structure 1. Structure all structural works including but not limited to site classification, footings, framing, bracing & tie down to be in accordance with search has not been undertaken. Blackwood accept no responsibility for the accuracy of information suppiled by service providers or
Structural Engineers design. Structural Engineer to inspect and certify structural works and provide certification in accordance with local authority inaccuracy shown on this drawing. The Contractor & Owner to locate any required underground services
requirements.
3.0 LEGEND INS Insulation
2. Refer Geotechnical Engineers Report / Documentation for all earthworks, footing, slab, articulation joints to brickwork and retaining wall details.
AWN Folded metal awning - Colorbond Dune J.## Joinery Type #
Smoke 1. Installation of smoke alarms to be in accordance with BCA/NCC. BAL# Balustrade Number M Shower mixer
alarms 2. Positions of smoke alarms to be confirmed with architect prior to installation. BAL01 PC Aluminium 30 x 30 SHS vertical batten balustrade with MV Mechanical room ventilator
flat bar top and bottom rail to detail - Colorbond Dune NGL Natural Ground Line - Refer to Natural Ground Survey
Windows 1. Refer to Materials & Finishes schedule for window & door frame finish / type;
BAL02 PC Aluminium 50 x 10 vertical batten balustrade with flat ORG Overflow relief gully
and Doors 2. All aluminium frames to be installed to the manufacturers' specifications and details for particular cyclone wind terrain category. Certification is
bar top and bottom rail to detail - Resene Rice Cake ORS Open Riser stair
required for compliance with wind pressures and waterproofing for the locale.
BFC Broom Finish Concrete Slab P# Post/ column.
3. Sizes are nominal opening sizes only and openings are to be measured on site prior to manufacture. Any discrepancies to be brought to the
BHD Bulkhead. PB 10mm Plasterboard with paint finish - Resene Rice Cake
attention of Blackwood at that time.
BRR Floor Bearer PV# Concrete Pavers, lightly exposed agregate
4. All operational, opening and locking hardware and door and window furniture to be provided by the sub-contractor and approved by Blackwood.
COS Clear out to surface R Tiled recess in tiled wall - Refer joinery detail
Hardware and Keying as scheduled.
CLG Ceiling - Refer Reflected Ceiling Plan. RBW1 Rendered blockwork. White
5. All hinges to be stainless steel.
EA.CONC Exposed agregate concrete RS1 Colorbond Dune Spandek Roof Sheeting
6. All openable windows to be pre-hung in frames with hardware and locks provided. No manufacturers' logos or stickers on any part of window or
D.# Door Number. Refer Door Schedule. S Sink
door panels.
DP Square Downpipe - Paint Finish - Colorbond Dune SE# Shot Edge hardwood timber decking
7. Glazing nominated in the schedule must exceed System U-value: 6.7Ð/m2K or less and System SHGC: 0.57 or less. Confirm selection with SC Structural Column Concealed within wall
DR Clothes dryer. Refer to Appliance Schedule.
Blackwood. SCRN1 To detail. PC Aluminium 50 x 10 vertical batten balustrade
FC1 JH Axon Cladding - Paint Finish. Resene Rice Cake
8. All windows & doors to accept Insect screens UNO. with flat bar top and bottom rail to detail -Colorbond Dune
FENCE1 1200H PC Aluminium 50 x 10 vertical batten balustrade
9. Ensure window and door head heights are consistent as dimensioned in the schedule from finished floor level. Adjust sill height on site to suit SHH Shower Head
with flat bar top and bottom rail to detail -Colorbond Dune
frame size. SWD Stormwater dropper
FG Fixed glass- refer to Window Schedule.
10. Where metal screens are specified, use aluminium screens to comply with AS3959-2009 BAL29. SWID Stormwater inspection pit
FL Flashing
11. All door hardware to be fixed at 1050mm a.f.f.l. UNO. Refer door schedule for door/frame details and size. T# Tiles- refer to Specification
FLJ Floor Joist
12. All glazing to comply with current versions of as 1288 and as 2047; FSC Fascia T&G# Tongue & Groove Hardwood Flooring
13. Shop Drawings: Provide Shop Drawings showing the following information where appropriate to the items: FWG Floor Waste Gully AXON Abodo Vulcan Hector Cladding - Patina Finish
a. Layout (sectional plan and elevation of complete assembly. G# Gate & number - refer to door schedule. TL04 Brick tiles - select finish
b. Full size section of members GATES PC Aluminium 30 x 30 SHS vertical batten balustrade with TRF Turf
c. Methods of assembly, type and location of exposed screws. flat bar top and bottom rail to detail - Colorbond Dune TOW Top of Wall
d. Methods of glazing. GU Custom heavy gauge folded metal gutter. Colorbond Dune TS# Timber screen
e. Methods of installation, including fixings, anchorage, chalking, flashings. GD Drain with SS grate WC Toilet
f. Provision for expansion (thermal). HC Hose Cock WM Washing Machine
g. Junctions and trim to adjoining surfaces. HR Handrail PBWA Plasterboard wet area
HWU# Hot water unit WPM Waterproof membrane
Footings Footings type to Structural Engineer's design & specification. Specific to each site and soil condition TBA
W.#.## Window Number
Floor 1 All timber members to be treated for protection from weathering; 4 Timber and Steel framed to Structural Engineer's Design 5.0 CONSULTANTS
structure and
Surveyor: Townplanner Civil Engineer Landscape Architect Building Certifier: Structural Engineer: Hydraulic Engineer:
2 All exposed hardwood members to be Appearance Grade/Class 01/02; Specification
3 All timber members are to be termite resistant; 5 Bulk insulation below floor: R value for energy rating - Mike Campbell Jack Lewis Mark Poynter John Visser John Dunn Sean Richardson Kim Hoang
wool batts between joists or similar approved. Noosa Cooloola Pivotal Perspective Recor Element Design JDBA SCG Engineers BDW Hydraulics
Land Surveys 0406 334 227 07 5211 1003 07 5444 6155 1300 596 371 07 5455 5604 07 3876 0088
0412 603 286
F O R C O N S T R U C T I O N
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
A
B
21/10/2022 Prelim. Detailed Design - WIP Review
22/11/2022 For Pricing
to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX GENERAL NOTES 202217 PT BA1.02
Architect Registration # 5386 QLD
For Capital Prudential
W O O D
specifications and the copyright
C 07/12/2022 Door/Window amendments + pricing issue thereof are the property of Ph: 0416 037 424
D 16/01/2023 Final pricing issue & for Building Approval Blackwood and must not be used,
[email protected] 6 Wyandra Street, Noosa Heads, QLD 4567 Scale Date Project Stage Revision
retained or copied without the
E 08/03/2023 CONSTRUCTION ISSUE written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au @ A3 6/06/2023 BA E
Section 3
TBM (S L22.58 AH
W Y A N D R A S T R E E T
crew
R
in Kerb
24.6 r Manho
Sewe
8
D
)
22.36
22.68
23.22
22.25
23.5
24.00
Edge of Bitum
en
7
22.10
le
24.70
23.0
0
22
23
22
23
22.36
.4
.30
Back of Kerb
.5
.6
7
23.0
23.27
7
7
24.10
22.59
Telstra
22.49
Gully
23
0
22.21
.4
Pit
1
24.79
22
23.6
.00
Pit
9
22
22.5 .66
23 23.3
23.5 24 24.5 25
24.73
23.7
24.17
23
4
.
24.6
23
12°02'00"
22
65
23
23
3
24.42
Fire H
G
.5
23
25.41
.12
.9
.21
21
ydran
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9
9
8
.7
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ly
.98
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23 23 25
23 .7 9 .9 2
26.150
22
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23 .2 5
it
23.75 .87
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24 25
25.46
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23
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25
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22
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S A F A R I
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24.93 25
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23.72
25
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Deck
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2
6
6
.1
9
2
25.2
5.
25
Telstra Pit
25.8
3
15
TREE 0.15
.9 2
25
23
4
Edge of Bitumen
23.3
25.2
25
.0 7
26.5
7
Deck
5
Back of Kerb
23.97
26.2
26.09
1004
2
102°02'00"
24
24 .7 5
.6 9
24.94
20.115
Garage Level 26
.3 5
S T R E E T
23.5 282°02'00" RL25.33 26
.5 7
26.45
26.41
26.83
26
Floor Level
26.60
.4 3
16.090
RL26.19
27.07
27.02
26.69
26
.4 1
27
23.58
23.4
LIL 0.150905
24
6
.8 0
24 25
.13
25
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5
24
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24
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24.78
Fire H
25
Stairs
.31
26 26
.5 0 .6 4
Stairs
24.5 Ramp
ydran
2 7 .5
27.5
Deck
26
Sewer Line Indicative Only (Not Located by Survey)
.16
t
CAP
25
26
26.5
.2 3 25 26
26
25.20
.4 0
.53
. 18
.7 0
0
25.9
26 27 RP139776
25 25
26
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2
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27
Section 4
27
41
. 1 .4 5
.3
.7
.4
5
7
25
6
1
26.85
25
26 26 27 2
25.5 26 .17
26.5 .6 4
192°02'00" 27 .1 2
27.5
7 .4
25
9
27.86
25.37
.5
24.82 Manhole
Sewe
1
RP160425 30.175
24.95
24.85
r
137
F O R C O N S T R U C T I O N
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
A
B
21/10/2022 Prelim. Detailed Design - WIP Review
22/11/2022 For Pricing
to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX EXISTING SITE PLAN 202217 PT BA1.03
Architect Registration # 5386 QLD
For Capital Prudential
W O O D
specifications and the copyright
C 07/12/2022 Door/Window amendments + pricing issue thereof are the property of Ph: 0416 037 424
D 16/01/2023 Final pricing issue & for Building Approval Blackwood and must not be used,
[email protected] 6 Wyandra Street, Noosa Heads, QLD 4567 Scale Date Project Stage Revision
retained or copied without the
E 08/03/2023 CONSTRUCTION ISSUE written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:200 @ A3 6/06/2023 BA E
Section 5
A1 B1 C1 D1 E1 F1
4,200 3,900 5,050 1,600 5,790 2,245
TBM (S L22.58 AH
W Y A N D R A S T R E E T
crew
R
in Kerb
24.6 r Manho
Sewe
8
D
)
22.36
22.68
23.22
22.25
23.5
24.00
Edge of Bitum
7
en
22.10
le
24.70
23.0
0
22
23
22
23
22.36
.4
.30
Back of Kerb
.5
.6
7
7
7
24.10
22.59
Telstra
22.49
Gully
22.21
Pit
24.79
22
.00
Pit
22.5 23 23.5 24 24.5 25
22
Fire Hydrant
G
.12
21
ul
ly
.98
12°02'00" Mail
22
P 1.98 it
.08
2
REV E - #3 REV E - #23 REV E - #13 REV E - #12 REV E - #4
26.150
22
.0
0 "
8
Bins
69
REV E - #14
00
S A F A R I
5. 02'
Pow
22.09
22
5,100
7°
LOT 40
.00
er p
26
32 Lawn
ole
Valve
Driveway REV E - #15
22
.3
1
Telstra
22.4
Pit
1
2
1,915
REV E - #2
25
Edge of Bitumen 23 1
26.5
Back of Kerb Unit 1 Void
UNIT 1
2,010
REV E - #1
Pool
102°02'00"
3
20.115
1,090
REV E - #4
S T R E E T
23.5 REV E - #21 4
1,145
282°02'00"
16.090
PW
1,145
Mail REV E - #9
REV E - #21
27 5
1,000
23.58
23.4
SITE DETAILS
6
24 6
1,000
REV E - #22
Lot #: 40
7
UNIT 2
1,155
Plan #: RP139776 REV E - #20
8
Fire H
Property ID: 132946
1,205
Lot Area: 598.42 Driveway
24.5
ydran
9
Address: 6 Wyandra St, NOOSA HEADS QLD 4567 REV E - #16 Unit 2 27.5
t
Level Datum: PSM39907 RL30.2 10
Deck
Pool
1,090
Contours: Major 2.5m Bins RP139776
Minor 0.5m 25 41
Site Cover: 39.83%
25.5 26 26.5 27 27.5
2,260
192°02'00"
Sewer Line Indicative Only (Not Located by Survey)
Approved GFA: 40.45%
24.82 Manhole
Sewe
RP160425 30.175
24.95
24.85
r
Unit 1: 137 REV E - #5 REV E - #19 REV E - #6 REV E - #18
REV E - #8
Ground Floor Internal = 102.3m2
External Hardscape = 28.0m2
Entry Lobby= 4.4m2
Level One Internal= 62.9m2 5,900 2,690 3,300 1,990 3,300 1,670 1,570 2,560 7,195
Level One Deck= 5.4m2 A2 B2 C2 D2 E2 F2 G2 D2
TOTAL 203m2
Unit 2
Ground Floor Internal = 99m2
External Hardscape = 22.8m2
Entry Lobby= 6.5m2
Level One Internal= 70.2m2
Level One Deck= 10.9m2
TOTAL 209.4 m2
F O R C O N S T R U C T I O N
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
A
B
21/10/2022 Prelim. Detailed Design - WIP Review
22/11/2022 For Pricing
to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX PROPOSED SITE PLAN 202217 PT BA1.04
Architect Registration # 5386 QLD
For Capital Prudential
W O O D
specifications and the copyright
C 07/12/2022 Door/Window amendments + pricing issue thereof are the property of Ph: 0416 037 424
D 16/01/2023 Final pricing issue & for Building Approval Blackwood and must not be used,
[email protected] 6 Wyandra Street, Noosa Heads, QLD 4567 Scale Date Project Stage Revision
retained or copied without the
E 08/03/2023 CONSTRUCTION ISSUE written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:200 @ A3 6/06/2023 BA E
Section 6
3.30
2.57
47
00
3.67
+24.41
2.36
24.10
22.59
22.49
Telstra
22.21
Pit
24.79
22.00
A1 B1 C1 D1 E1 F1
22.5 25
Fire Hydrant
22.12
21.98 4,200 3,900 5,050 1,600 5,700 2,335
23 12°02'00"
22.08
23.5 24 24.5
26.150 +24.75 +25.15
21.98
LOT 40
22.08
0
69 0"
5. 2'0
RP139776
0
7°
22.09
22.00
32
+25.16
+23.87
41
26
Power pole
Valve
+25.55 +25.55
+25.55
23
Telstra Pit
+25.55
22.42
1
+24.75
+25.55
+25.65 +25.65
23.5
REV E - #10
Edge of Bitumen
2
+24.75 +25.55 26.5
Back of Kerb
2,010
3
1,090
102°02'00" Sewer Line Indicative Only (Not Located by Survey)
282°02'00"
20.115
16.090
4
1,145
+24.75
10
12
13
14
15
16
11
1
2
3
4
5
6
7
8
9
PW
1,145
+26.00 +25.90
5
23.46
23.58
24
1,000 1,000
27
6
+24.60 +26.00
7
Fire Hydrant
1,155
+26.00
8
1,205
27.5
+25.90
9
1,090
+26.00
+25.65 27.5
10
CAP
+25.30
2,260
25 +25.40 +25.55
26 26.5
27
25.5 192°02'00" 27.5 Compacted fill
30.175
(approx - refer to
24.82
Sewer Manhole
5,900 2,690 3,300 1,990 3,300 1,670 1,570 2,560 Civil Engineer)
24.95
24.85
RP160425 A2 B2 C2 D2 E2 F2 G2 H2 Cut
F O R C O N S T R U C T I O N
Rev Date Description
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Use figured dimensions in
preference to scale. All dimensions
Contact information:
A
B
21/10/2022 Prelim. Detailed Design - WIP Review
22/11/2022 For Pricing
to be varified and checked on site.
These designs, drawings,
PO Box 781 Tewantin Q 4565 PROPOSED DUPLEX GROUND LEVELS 202217 PT BA2.01
Architect Registration # 5386 QLD
For Capital Prudential
W O O D
specifications and the copyright
C 07/12/2022 Door/Window amendments + pricing issue thereof are the property of Ph: 0416 037 424
D 16/01/2023 Final pricing issue & for Building Approval Blackwood and must not be used,
[email protected] 6 Wyandra Street, Noosa Heads, QLD 4567 Scale Date Project Stage Revision
retained or copied without the
E 08/03/2023 CONSTRUCTION ISSUE written authority of Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au 1:100 @ A3 6/06/2023 BA E
The text continues on section 7.