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New Duplex, 3 Delorme Street B L A C K 3 Delorme St Noosa Heads Q 4567 Capital Prudential W O O D DESIGN DEVELOPMENT a r c h i t e c t u r e & d e s i g n
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Full text of pages 2 to 7 (of 54)
Page 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 NGL Natural Ground Line - Refer to Natural Ground Survey
2. Refer Geotechnical Engineers Report / Documentation for all earthworks, footing, slab, articulation joints to brickwork and retaining wall details.
AC Air conditioning unit OFC Off form concrete
Smoke 1. Installation of smoke alarms to be in accordance with BCA/NCC. AWN Folded metal awning P# Post/ column.
alarms 2. Positions of smoke alarms to be confirmed with architect prior to installation. BL01 Balustrade -Refer finishes Schedule. PB 10mm Plasterboard with paint finish
BL02 Balustrade - Refer finishes Schedule. P.Conc Fully exposed & polished concrete
Windows 1. Refer to Materials & Finishes schedule for window & door frame finish / type;
BL03 Balustrade - Refer finishes Schedule. PDO Planter drain outlet
and Doors 2. All aluminium frames to be installed to the manufacturers' specifications and details for particular cyclone wind terrain category. Certification is
BH Bulkhead PDR Powder room
required for compliance with wind pressures and waterproofing for the locale.
C1 Cladding 1 - Colorbond Spandek 'Bluegum Matt' PG# Pergola # - refer schedule
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
C2 Cladding 2 - Axon cladding - 'Dulux monument' PU Purlin
attention of Blackwood at that time.
CL Clothesline RBW Rendered masonry - cement set or concrete look
4. All operational, opening and locking hardware and door and window furniture to be provided by the sub-contractor and approved by Blackwood.
CLG Ceiling - Refer Reflected Ceiling Plan. RS1 Colorbond roof sheeting - see schedule
Hardware and Keying as scheduled.
CP01 Carpet - refer schedule SC Structural Column Concealed within wall
5. All hinges to be stainless steel.
CON# Concrete - refer to schedule SCN1 Refer Fixtures Schedule & details
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
EA.CONC Exposed agregate concrete SCN2 Refer Fixtures Schedule & details
door panels.
EG Eaves gutter half round - colorbond - refer schedule SH# Shower Head - refer schedule
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 SF Structural Footing
D.# Door Number. Refer Door Schedule.
Blackwood. STN Stone cladding - refer schedule
DP Downpipe - Paint Finish - refer schedule
8. All windows & doors to accept Insect screens UNO. SWP Stormwater pit - drain with SS grate
FC# Fibre cement - refer to schedules
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 TF# Tiles- refer to Specification
FL# Flashing - refer schedule
frame size. TIW# Floor waste/shower drain - refer schedule
FG Fixed glass- refer to Window Schedule.
10. Where metal screens are specified, use aluminium screens to comply with AS3959-2009 BAL29. FLJ Floor Joist TOW Top of Wall
11. All door hardware to be fixed at 1050mm a.f.f.l. UNO. Refer door schedule for door/frame details and size. FNC Timber paling fence - clear seal TS# Timber screen
12. All glazing to comply with current versions of as 1288 and as 2047; FSC Fascia TSL Hardwood timber sleepers
13. Shop Drawings: Provide Shop Drawings showing the following information where appropriate to the items: FT# Floor tile - refer schedule TRL Trellis - 316 SS trellis wires @ 600 C
a. Layout (sectional plan and elevation of complete assembly. G# Gate & number - refer to door schedule. UGG Underground gas bottles
b. Full size section of members GD Grated drain VB Villaboard
c. Methods of assembly, type and location of exposed screws. HC Hose Cock VP Vent pipe
d. Methods of glazing. HWS Hot water system - see schedule WM Washing Machine
e. Methods of installation, including fixings, anchorage, chalking, flashings. INS Insulation - refer to energy efficiency PBWA Plasterboard wet area
f. Provision for expansion (thermal). J.## Joinery Type # - refer schedule WPM Waterproof membrane
g. Junctions and trim to adjoining surfaces. MX# Mixer - refer schedule WT Water tank
MV Mechanical room ventilator W.#.## Window Number
Footings Footings type to Structural Engineer's design & specification. Specific to each site and soil condition TBA
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 Hydraulic Engineer:
2 All exposed hardwood members to be Appearance Grade/Class 01/02; Specification Murray & Pivotal Recor Element John Dunn Engineer: BRW
3 All timber members are to be termite resistant; 5 Bulk insulation below floor: R value for energy rating - Associates Perspective SCG
wool batts between joists or similar [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street GENERAL NOTES 202242 PT WD102
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
Page 3
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SUBJECT SITE
reet
3 Delorme St Noosa
cooyar st
Heads Q 4567
SUBJECT SITE Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability
3 DELORME STREET, NOOSA HEADS, QLD 4567 whatsoever for any errors, faults, defects or omissions in the information.
GENERAL NOTES
SITE ADDRESS 3 Delorme St Noosa Heads Q 4567
LOT RP160425
LOCAL AUTHORITY Noosa Council
SITE AREA 832.37m2
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street LOCATION 202242 PT WD103
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
Page 4
PROPOSED 3000L ATTENUATION TANK.
PROPOSED 450X450 FIELD INLET PIT.
UDNERGROUND GAS BOTTLE CONNECTION TO ROOF DRAINAGE AND STORMWATER NEW TIMBER PALING FENCE
REFER CIVIL.
OUTLET TO HYRDAULIC ENGINEERS SPECIFICATION.
PROVIDE 1.5M WIDE CONRETE
FOOTPATH FOR LENGTH OF A B C D E F G
STREET FRONTAGE. REFER
NSC STD DWG RS-065. 6,310 2,200 2,610 3,110 7,140 3,950
A 40.000 B E
FNC 501 501 401
178°00'20"
NEW FENCE
NEW CONNECTION TO
G.07
EXISTING SEWER SERVICE
W.33
GARDEN
1
1,870 750
D.01 EG
W.06 2
W.08
W.35
W.28 W.24
FNC
W.27 W.26 W.25
3
ROBE
AD.09
PLANTING
AD.10 W.07
1,440
D.02
Residence One
ROBE
LETTERBOX
RS1 VP
D.08
D.06
W.29
D.12 ROBE ROBE
AWN POOL 4
RS1
ROBE
PROPOSED RESIDENTIAL VP AD.08
W.12 POOL BY OTHERS
D.04
W.23
1,355 1,260 1,730
DRIVEWAY CROSSOVER D.07
ROBE
D.03
IN ACCORDANCE WITH D.14 S
88°00'20"
D.15
402
14.200
IPWEA RS-049 & 050 D.16
D.09
5
AD.07
W.11
D.13 D.17
D.05
D.11
W.30
FNC
AWNING
6
UNDERG
W.31
W.01 DP
1,450
AD.01
W.32
N D.10
"
ROUND
260°00'10
20.360
401 EG
PW
10
12
13
14
15
16
17
11
1
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
11
1,545
1
2
3
4
5
6
7
8
9
1,730 1,260 1,450
SEWER
AD.02
D.30
W.13
C EG C
502 W.02
W.14 DP 502
7
AWNING
W.15
D.31
D.25
AD.06
W.10
PROVIDE NEW KERB ADAPTOR D.36
D.29
OUTLET AS PER NSC STD DWG
D.33 D.37 POOL BY OTHERS
8
D.35
RS-081, CONNECT STORMWATER
ROBE
D.22
AND MAKE GOOD
W.22
PLANTING
LETTERBOX
VP
ROBE
D.27 D.34
D.21
RS1 AWN W.09
AD.05
POOL
W.16
ROBE ROBE 9
D.28
D.26
D.32
VP
1,440
ROBE
D RS1 D
502
Residence Two 502
D.23
AD.04
ROBE
AD.03 W.04
10
W.18 W.19 W.20
750 1,870
W.17 W.21
81°24'20"
GARDEN
W.36
6.000
W.03
EG
W.05 11
D.24 EG EG
W.34
12
G.06
NEW FENCE
358°00'20"
A B W
42.145
501 501 402
FNC
NEW CONNECTION TO
EXISTING WATER SUPPLY
H I J K L M N
PROPOSED 3000L ATTENUATION TANK.
PROPOSED 450X450 FIELD INLET PIT. CONNECTION TO ROOF DRAINAGE AND
UDNERGROUND GAS BOTTLE NEW TIMBER PALING FENCE
REFER CIVIL. STORMWATER OUTLET TO HYRDAULIC
ENGINEERS SPECIFICATION.
GENERAL NOTES
SITE ADDRESS 3 Delorme St Noosa Heads Q 4567
LOT RP160425
LOCAL AUTHORITY Noosa Council
SITE AREA 832.37m2
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street PROPOSED SITE PLAN 202242 PT WD104
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
Page 5
A B C D E F G
6,310 2,200 2,610 3,110 7,140 3,950
A 40.000 B E
501 501 401
FNC 178°00'20" FNC
+22.80 FT2 GARDEN TW+22.90 +22.30 +22.60
UGG ORG
PAVERS SWP +22.90 G.08
G.01
CL
G.07
bin SH03
DP HC W.33 MX03 SCN1 P1 P1 POOL TERRACE
G.09 G.09 PAVERS 1
1,870 750
WATER TANK WT POOL EQU. SWP pavers
+22.90 SWD D.01 DP HC AP03
TIW01 DP F: CONC AC AC W.06 2xDP
2
TIW02 W.08 6,000
TERRACE
W.35
LAUNDRY
FT01
BT02 EXISTING SEWER
+23.00
PAVERS 1,630
DRIVEWAY GD
TIW01 PANTRY TERRACE
KITCHEN
F:
F: EA. CONC GD
F: FT01
D.08 ENSUITE
F: FT01 F: FT01A
AP07
F: FT01 3
AD.09
Fall AD.10 W.07
FRAMELESS GLASS POOL FENCE
1,440
D.02
DOUBLE GARAGE AP06
FNC
F: EA. CONC GD P.CONC
D.06
HWS
4
FFL+23.00 BED 1 W.12 AD.08
D.04 RESIDENCE ONE
F: FT01
1,355 1,260 1,730
GD ABOVE
D.07
ABOVE
D.03 F: CP01
PDR
W.11
POOL S
402
F: CP01
LIVING
SWD
F: FL01A
5
FFL+23.02
WIR
ALCOVE
+22.95 D.09
Fall
AD.07
F: FT01
D.05
+23.00
TREL DINING
BL02
SWP
GARDEN ENTRY
5
3 .9
F: FT01
6
TW+23.95
F: FT01
UNDERG
+2
W.01 BL01
+23.95 Fall
TW
AD.01
SWP
G.02
TSL GD
PATH
N 23.00 GD D.10
0"
STORE
ROUND
GARDEN
20.360
F: FT01A
260°00'1
OFC
401 SCN1 FNC
PW
10
12
13
14
15
16
17
11
1
2
3
4
5
6
7
8
9
STORE
10
12
13
14
15
16
17
11
1,730 1,260 1,545
1
2
3
4
5
6
7
8
9
SEWER
PATH +24.00 OFC
ORG
AD.02
D.30 GD
G.03
SWP
C +23.93 Fall TSL F: FT01A GD C
SWP
502 W.02 BL01
502
ENTRY 7
GARDEN SWP DINING
F: FL01A
D.25
ALCOVE
AD.06
TREL F: FT01
F: FT01
+23.80 D.29 LIVING
F: CP01
+23.75 SWD
F: FT01
8
FNC
WIR
FFL+24.02
F: FT01
D.22
POOL
ABOVE
W.10
DRIVEWAY BED 1
PDR
BL02
GD D.27 RESIDENCE TWO ABOVE
F: EA. CONC D.21 F: CP01 W.09 AD.05 P.CONC
DOUBLE GARAGE 9
D.28
D.26
HWS
FRAMELESS GLASS POOL FENCE
GD
1,440
D F: EA. CONC D
502 +23.80 Fa +24.00 502
D.23
ll AP06
AD.04
FFL+24.00
F: FT01
ENSUITE
AD.03 W.04
KITCHEN 10
LAUNDRY
FT01
AP07
GD PANTRY
F: FT01 TERRACE
750 1,870
F: FT01
TERRACE GD F: FT01A
W.36
F:
4.00 TIW02
PAVERS
TIW01 W.03
DPPOOL EQU. AC AC W.05 2xDP 11
+23.90 D.24 DP +23.90 AP08
TW+24.50 SWD WATER TANK WT HC POOL TERRACE
G.09 G.09 F: CONC PAVERS
W.34
SWP
P1 P1
pavers 12
HC SCN1
G.06
DP
G.04
SWP MX03
bin +23.90
TW+24.40 PAVERS
CL
TW+24.30 G.05 SH03 2,385
TW+24.20
UGG
FNC FT2 GARDEN 358°00'20" +24.03 FNC
A B W
42.145
501 501 402
H I J K L M N
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street GROUND FLOOR PLAN 202242 PT WD201
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
Page 6
A B C D E F G
6,310 2,200 2,610 3,110 7,140 3,950
A B E
501 501 401
EG EG
1
1,870 750
PDO
2
PG3
DP FL1 2xDP PERGOLA
W.28 SCN1 SCN1
W.24
RS1 W.27 W.26 W.25
TIW02
3
ROBE
10° PITCH TIW01 ENSUITE
1,440
F: FT02
BED 3
ROBE
F: TL01
WC
RS1
TW+26.00
TIW02
F: CP01
BED 2
W.29
D.12 ROBE ROBE BATHRM 4
ROBE
F: CP01 W.12
W.23
F: TL01
1,260 1,730
ROBE
D.14 TIW01 S
10° PITCH
D.15
402
BED 4 D.16
FL2 5
F: CP01
W.11
PDO D.13 WALKWAY D.17
D.11
W.30
AWNING F: TF01 RESIDENCE ONE
BL03
6
TW+26.00
W.32
SCN1
PG1
PG1
N TW+28.65
401 TW+26.10
PW
10
12
13
14
15
16
17
11
1
2
3
4
5
6
7
8
9
TW+27.00
10
12
13
14
15
16
17
11
1,730 1,260 1,545
1
2
3
4
5
6
7
8
9
W.13
SCN1
PG2
PG2
C C
502 W.14 502
BL03
7
AWNING WALKWAY RESIDENCE TWO
W.15
D.31
W.10
F: TF01 D.36
FL2
PDO BED 4 D.33 D.37 8
D.35
TW+27.00
F: CP01 10° PITCH
ROBE
TIW01
W.22
ROBE
D.34 BATHRM
BED 2 W.09
W.16
D.32 ROBE ROBE F: FT02 9
F: FT02
F: CP01
1,440
ROBE
D TIW02 RS1 D
WC
BED 3
502 ENSUITE 502
ROBE
10° PITCH TIW01 TIW02 F: CP01
F: FT02 EG
10
W.18 W.19 W.20
PERGOLA
750 1,870
SCN1 SCN1
W.17 DP FL1 DP 2xDP W.21
RS1 EG PG3
RS1
PDO
11
12
EG EG
A B W
501 501 402
H I J K L M N
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street UPPER FLOOR PLAN 202242 PT WD202
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
Page 7
A B C D E F G
6,310 2,200 2,610 3,110 7,140 3,950
A B E
501 501 401
1,140 13,960
ROOF BELOW
1
1,870 750
DP EG 2xDP
2
940
3
ROOF BELOW
1,440
RS1
VP 600
10° PITCH
4
5,150
VP
1,450 1,260 1,730
AWN
ROOF BELOW
S
RESIDENCE ONE 402
5
SOLAR
DP
6
1,365 5° PITCH RS1
EG
FL1
N 1,010 7,520
401
PW
1,730 1,260 1,450
5° PITCH RS1
1,545
EG
C 1,620 7,510 C
502 FL1 DP 502
7
SOLAR
ROOF BELOW
8
600
FL1 FL1
VP
5,160
RESIDENCE TWO AWN
9
ROOF BELOW
VP
1,440
D 10° PITCH D
502 502
10
750 1,870
940
2xDP
DP
EG
11
12
ROOF BELOW
A B W
501 501 402
H I J K L M N
B L A C K Project: Drawing Title: Project No. Checked By Drawing No.
Rev Date Description Use figured dimensions in
Contact information:
preference to scale. All dimensions
B 16/02/2023 FOR PRICING to be varified and checked on site.
These designs, drawings,
25 / 91 Poinciana Ave. Tewantin QLD 4565
Architect Registration # 5386 QLD
New Duplex, 3 Delorme Street ROOF PLAN 202242 PT WD203
For: Capital Prudential
W O O D
specifications and the copyright
thereof are the property of Ph: 07 53 01 9677
Blackwood and must not be used,
[email protected] 3 Delorme St Noosa Heads Q 4567 Scale Date Project Stage Revision
retained or copied without the
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 17/02/2023 FOR PRICING B
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