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202315 Woodland RFI Stage Rev E 21.07.23
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Mixed Use Building
Development Application - RFI Stage
7 Woodland Drive, Peregian Beach QLD 4563
DESIGN REPORT FOR DEVELOPMENT APPLICATION
Aaron O’Connor
Architect: Blackwood
Planner: Pivotal Perspective
JULY 2023
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Contents
DA1 Site Plans
Client & Prepared for: Development Summary: DA1.01 COVER
Aaron O’Connor
LOT 1153 ON SP300041 DA1.02 CONTENTS
7 Woodland Drive, Peregian Beach QLD 4563 DA1.03 NOTES
Job No:
DA1.04 LOCATION PLAN
202315 - Mixed Use Building NOOSA SHIRE COUNCIL
DA1.05 SITE PLAN
SITE AREA = 708.34m²
By: DA2 Floor Plans
PROPOSED DEVELOPMENT Mixed Use Building:
DA2.01 GROUND FLOOR
Blackwood Architecture & Design
5 x Offices + DA2.02 UPPER FLOOR
25/91 Poinciana Avenue, Tewantin
1 x Caretaker Unit DA2.03 ROOF PLAN
QLD 4565
07 5301 9677 13 x Car parks DA3 Elevations
0416 037 424 Area - Site CoverSITE COVER 471.64 DA3.01 ELEVATIONS
DA3.02 ELEVATIONS
Proposed Site Cover = 471.64 m² or 66.58% (previously 67.59%)
www.blackwoodarchitecture.com.au DA4 Sections
[email protected] REV E DA4.01 SECTIONS A + B
GFA DA6 Renders
Phil Tillotson - Proposed GFA (excl. Caretaker) = 293.47 m² DA6.01 VIEW FROM RUFOUS STREET
QLD Registered Architect #5386 DA6.02 NORTH WEST ELEVATION
LANDSCAPED AREA DA6.03 VIEW TO UNIT 1
The designs and drawings contained in this document are the Total Landscaped Area = 168.79 m² or 22.84% DA6.04 VIEW TO CARETAKER & UNIT 1
copyright of Blackwood Architecture and shall not be
reproduced, copied or used in any other context other than the DA6.05 RUFOUS STREET ELEVATION
project and site specified. The proposal herewith are conceptual,
subject to change and not to be used for construction or sales CAR PARKING & SERVICE VEHICLE PROVISIONS DA6.06 VIEW FROM WOODLAND DRIVE
and marketing. DA6.07 APPROACH FROM DIGITAL HUB
Bicycle 8
DA6.08 END PAGE
Car Space 10
Caretaker 1
Motorbike 4 (equivalent to 1 Car Park)
PWD Car Space 1
13 Total
WASTE PROVISIONS
Total Waste Storage Provided (2 x 1,100L Bins) = 2,200L
Drawing Register
Issue Date Description Checked
A 17/03/2023 Development Application PT
B 07/03/2023 Development Application PT
C
D
24/03/2023
27/04/2023
MCU - RFI
MCU - RFI
PT
PT B L A C K
E 21/07/2023 GFA REDUCED PT
W O O D
a r c h i t e c t u r e
Page 3
GENERAL NOTES Wet area 1 All shower floors to fall to drain wastes without the occurrence of ponding;
General 1. The following notes shall be read in conjunction with all design documents, schedules & specifications including but not limited to architectural, floors 2 Wet Area Tiles to finish flush with adjoining floor finishes;
structural and services drawings and specifications, and any Principal's project requirements documents relating to this project. 3 Clear anodised aluminium angle (or similar Water Stop) to tiles at all doorways;
2. All work shall comply with ncc/ relevant authority requirements and australian standards (as.) Codes for Trades 4 Wet Area Membranes – extent and type to AS 3740.
3. Do not scale off these drawings. 5 FWG's to be installed as per Architectural drawings & manufacturer's specifications.
4. Contractor shall verify all dimensions on site. 6 All basins to be installed with overflows
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 1 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 2. External walls are to be externally lined with minimum 6mm FC to comply to AS3959:2018 BAL 12.5 rating standards
joints to be confirmed on site with architect prior to installation.
Internal walls 1 90mm MGP 12 timber framing or steel stud frame TBA or as otherwise noted on the Structural Engineering Drawings;
10. Refer to Surveyor's drawings check survey and detail drawing to locate and confirm all existing services, pipes poles, embankments, pits and like
2 Note: Confirm requirement (if any) for additional noggins for fittings & fixtures (e.g. accessories, wall mounted televisions,etc) in each room
prior to commencing any work;
with Architect / Interior Designer prior to sheeting
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
landscape dwgs for all roadway, paving, surface, surfaced finished Surface levels; Ceilings All timber members to be termite resistant, with timber treated to the appropriate hazard level as specified in AS1604
12. Refer window schedule and/or facade Engineer details for all glass, frame types and finishes etc.
Underground The identification and location of all underground services is the responsibility of the owner. Prior to any demolition, excavation or construction on the site,
13. All dimensions to be verified prior to preparation of shop drawings and commencement of construction;
Services the relevant authority should be contacted for confirmation of location and depth of services. Dial before you dig search has not been undertaken.
14. Refer to elevations and/or facade Engineer drawings for further finishes and panel setout information - Confirm with architect prior to
Blackwood accept no responsibility for the accuracy of information suppiled by service providers or inaccuracy shown on this drawing. The Contractor &
manufacture and/or installation.
Owner to locate any required underground services
15. All silicon sealant to be colour matched to adjacent surface UNO.
16. Moisture resistant linings to wet 'areas' in accordance to NCC.
FINISHES
Termites Provide physical barrier (Termimesh or equal) to penetrations and perimeter. Installation to be: AWN01 Folded heavy gauge aluminium awning, 600mm wide. Installed to detail. Heka or similar. Colorbond Monument.
1. Accordance with manufactures specification, and NCC.
BAL01 40 x 20 profile rectangular hollow section (RHS) powdercoated aluminium batten, installed horizontally. 20mm gaps. Colour Resene Flotsam CC.
2. Provide termite management plan to architect for records prior to installation.
3. Provide copy of installation certificate for records after completion CLD01 James Hardie Linea weatherboard 16 x 180mm (for 150mm cover), installed in accordance with manufacturer's specifications. Colour Resene Flotsam CC.
Vertical 100 x 50 (or similar proportion) timber cover strips painted in Colorbond Monument
Drainage 1. Installation to be in accordance with the water supply & sewerage act amendments.
2. Roofwater drainage to connect existing stormwater system. Refer to Hydraulic Engineer; CLD02 James Hardie Linea fibre cement sheet cladding 1200 x 2400 with 70 x 35 painted timber cover strips @ 600 crs (or as per elevations). Colour Dusted
3. Installation to be in accordance with local Authority's requirements. Confirm prior to installation. Grey CC. Cover strip Colour Dusted Grey CC
Structure 1. Structure all structural works including but not limited to site classification, footings, framing, bracing & tie down to be in accordance with DP01 Painted 100 dia PVC downpipe. Colorbond Monument
Structural Engineers design. Structural Engineer to inspect and certify structural works and provide certification in accordance with local authority GU01 Colorbond half round gutter fixed in accordance with manufacturer’s specifications. Confirm cross section area with Hydraulic Engineer. Colorbond
requirements. Monument.
2. Refer Geotechnical Engineers Report / Documentation for all earthworks, footing, slab, articulation joints to brickwork and retaining wall details. PW01 120/120/120 Loadbearing fire rated party wall. Hebel or similar lightweight construction. 13mm painted plasterboard internally. Rw + Ctr (airborne) not
Smoke 1. Installation of smoke alarms to be in accordance with BCA/NCC. less than 50.
alarms 2. Positions of smoke alarms to be confirmed with architect prior to installation. SCN01 40 x 20 profile rectangular hollow section (RHS) powdercoated aluminium batten, installed horizontally. 20mm gaps. Colour Resene Flotsam CC.
Windows 1. Refer to Materials & Finishes schedule for window & door frame finish / type; SCN02 18mm thick x 600mm wide x 3000mm high (cut 1.2m wide sheet into halves) compressed fibre cement fins installed using powdercoated aluminium
and Doors 2. All aluminium frames to be installed to the manufacturers' specifications and details for particular cyclone wind terrain category. Certification is channels fixed to vertical cover strips to detail. CFC colour Resene Triple Delta. Aluminium channels Colorbond Monument.
required for compliance with wind pressures and waterproofing for the locale.
SCN03 316 Stainless Steel wire trellis / vertical wires installed at 300mm crs. Spacers / fixings as per detail.
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
SCN04 40 x 20 profile rectangular hollow section (RHS) powdercoated aluminium batten gate, installed horizontally. 20mm gaps. Colour Colorbond Monument
attention of Blackwood at that time. Note - Sizes shown on Door / Window Schedule are opening sizes.
4. All operational, opening and locking hardware and door and window furniture to be provided by the sub-contractor and approved by Blackwood. RBW01 Smooth set render over 190mm corefilled concrete blockwork. Colour Resene Tundora CC.
Hardware and Keying as scheduled.
5. All hinges to be stainless steel.
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 ABBREVIATIONS
door panels. AWN Awning J.# Joinery Type #
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 BAL# Balustrade M Shower mixer
Blackwood. BFC Broom Finish Concrete Slab MV Mechanical room ventilator
8. All windows & doors to accept Insect screens UNO. BD Bollard NGL Natural Ground Line - Refer to Natural Ground Survey
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 CLD# Cladding - refer to finishes schedule P# Post/ column.
frame size. CLG Ceiling - Refer Reflected Ceiling Plan. PB Plasterboard - refer to finishes schedule
10. Where metal screens are specified, use aluminium screens to comply with the Bushfire rating for this site. EA.CONC Exposed agregate concrete PV# Concrete Pavers
11. All door hardware to be fixed at 1050mm a.f.f.l. UNO. Refer door schedule for door/frame details and size. D.# Door Number. Refer Door Schedule. PW# Party Wall - refer to finishes schedule
12. All glazing to comply with current versions of as 1288 and as 2047; DP# Downpipe RBW# Rendered blockwork - refer to finishes schedule
13. Shop Drawings: Provide Shop Drawings showing the following information where appropriate to the items: DR Clothes dryer RS# Roof Sheeting - refer to finishes schedule
a. Layout (sectional plan and elevation of complete assembly. FG Fixed glass- refer to Window Schedule. S Sink
b. Full size section of members FL Flashing SCRN# Screen - refer to finishes schedule
c. Methods of assembly, type and location of exposed screws. SHR Shower
FSC Fascia
T# Tiles- refer to Specification
d. Methods of glazing. FWG Floor Waste Gully
TRF Turf
e. Methods of installation, including fixings, anchorage, chalking, flashings. G# Gate & number - refer to door schedule.
TOW Top of Wall
f. Provision for expansion (thermal). GU# Gutter - refer to finishes schedule
WC Toilet
g. Junctions and trim to adjoining surfaces. GD Grated Drain
WM Washing Machine
14. All Windows and Doors are required to comply to the Bushfire rating standards HC Hose Cock
PBWA Plasterboard wet area
HR Handrail
Footings Footings type to Structural Engineer's design & specification. Specific to each site and soil condition TBA WPM Waterproof membrane
HWU# Hot water unit
WS Wheel Stop
Floor 1 All timber members to be treated for protection from weathering; 4 Timber and Steel framed to Structural Engineer's Design INS Insulation
W.#.## Window Number
structure and
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 -
wool batts between joists or similar approved.
B L A C K Mixed Use Building
NOTES
W O O D
DA1.03
Scale Project No. Date Revision For Aaron O’Connor
@ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 4
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SITE:
LOT 1153 ON SP300041
7 Woodland Drive, Peregian Beach QLD 4563
NOOSA SHIRE COUNCIL
PARISH - Maroochy
COUNTY - Canning Hotel Pereg
ian Sq
uare
SITE AREA = 708.34m²
B L A C K Mixed Use Building
LOCATION PLAN
W O O D
DA1.04
Scale Project No. Date Revision For Aaron O’Connor
1:5.29 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 5
cl 9.70
cl 9.62
9.75
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TBM 9.86
kl 9.77
TBM 9.86 kl 9.68
9.50 kl 9.63
kl 9.58 kl 9.59
kl 9.59 9.75 R
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9 .6
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9.60 Proposed 2 Storey Mixed Use Building
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Lot 1153 SP 300041
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Area - 709 m2 4,1
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Site Plan
1:200
B L A C K Mixed Use Building
SITE PLAN
W O O D
DA1.05
Scale Project No. Date Revision For Aaron O’Connor
1:200 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 6
9.89 V
9.98 19.444
10.00
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DA3.01 318°48'45"
S-01
E-01
9.78 10.00
DP01
48°43'0"
DP01
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3.183
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SCN03
10.25
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S
9.89 T
9.90 R
UNIT 1 E
10.75
E
82.25 m2 WS WS
TP
T
RL10.1 9.92
FSL
7,110
DA3.02
E-04
9.63 10.03 S-02
kl 9.84
DA4.01
Car Space Car Space
EMT B
228°43'20"
24.417
PWD Car Space A: 12.00 m2 A: 12.00 m2 kl 9.85
10.86 A: 12.96 m2 10.02
DA3.01
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E-02
3 5 9 .1
A: 2.88 m2
Motorbike
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P2
24.419
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9.99 2. b
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TP
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Car Space Car Space o
WS
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3.135
AC
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P1 P1
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AC
10.41
10.25 Caretaker Car Space Car Space Car Space Car Space
Reversing
10.00
F 3,026
A: 11.52 m
10.00
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A: 12.00 m 2
A: 12.00 m 2
A: 12.00 m 2
A: 12.00 m2
10.16
ELEC / COMMS RISER
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DP01
9.75 Bicycle 10.05
Lot 1153 SP 300041
EMT C
2,024
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Bicycle WS WS WS WS WS EMT D
318°48'20" Bicycle E-03 Area - 709 m2
DA3.02 10.08
34.652
3.000 TP 10.00 138°46'20"
9.75
318°46'20" 3,070 2,280 2,100 3,900 16,090
9.99 10.03 10.02 9.99
9.99
1 2 3 4 5 TP
6
B L A C K Mixed Use Building
GROUND FLOOR
W O O D
DA2.01
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 7
9.89 V
9.98 19.444
10.00
DA4.01
DA3.01 318°48'45"
S-01
E-01
EMT B
1,581
2,608
228°43'20"
SCN02
SCN02
10.00
24.417
9.78
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DP01
48°43'0"
DP01
3,025
3.183
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3,045 6,429 R
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10.00 U
9.99
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10.42
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2,090
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kl 9.80
UNIT 2 S
DP01
10.50
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B 41.61 m2
P1
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BALCONY FSL 9.89 T
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'0
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EMT B
228°43'20"
24.417
PWD Car Space A: 12.00 m2 A: 12.00 m2 kl 9.85
CLD01
10.86 10.02
LIVING / DINING / KITCHEN
A: 12.96 m2
CARETAKER
DP01
UNIT 3
DA3.01
3,036 EOT / PWD 1
E-02
SCN02
T
3 5 9 .1
A: 2.88 m2
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1,700
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10.50 UNIT
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Recycle
BREAKOUT SPACE P1
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2,080
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AC
10.41
10.25 RL13.4
Caretaker Car Space Car Space Car Space Car Space
Reversing FSL CLD01
RL13.4
10.00
F 3,026
A: 11.52 m
10.00
2
A: 12.00 m 2
A: 12.00 m 2
A: 12.00 m 2
A: 12.00 m2
10.16
FSL/ COMMS
ELEC RISER
790
P2
72°
2 .7 '0 "
G
27
02
2,056 SCN03 CLD02 DP01 DP01
DP01
9.75 DP01 DP01 DP01
Bicycle CLD01 CLD01 10.05
Lot 1153 SP 300041
EMT C
2,034
2,024
2,024
2,024
Bicycle WS WS WS WS WS EMT D
318°48'20" Bicycle E-03 Area - 709 m2
DA3.02 10.08
34.652
3.000 TP 10.00 138°46'20"
9.75
318°46'20" 3,070 2,280 2,100 3,900 16,090
9.99 10.03 10.02 9.99
9.99
1 2 3 4 5 TP
6
B L A C K Mixed Use Building
UPPER FLOOR
W O O D
DA2.02
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 8
DA4.01
DA3.01
S-01
E-01
AWN01
DP01 GU01
DP01
A
RS01
Fall 7°
2,090
DP
B 01
G
U0
1
7,110
DA3.02
E-04
S-02
DA4.01
DA3.01
E-02
DP
DP01 01
01
°
RS
ll 7
C RS01
Fa
G
Fall 7° U0
1
GU01
AW
5,600
N0
1
DP
01
D
DP01
1,700
E
01
RS01
Fall 7°
GU
2,080
F
790
G
AWN01 DP01 GU01 DP01 GU01 DP01 AWN01
E-03
DA3.02
3,070 2,280 2,100 3,900 16,090
1 2 3 4 5 6
B L A C K Mixed Use Building
ROOF PLAN
W O O D
DA2.03
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 9
AWN01 CLD01 RS01 AWN01 CLD01 CLD02
6 5 4 3 2 1
16,090 3,900 2,100 2,280 3,070
+17.603
Highest point of roof
2 Roof +16.400 GU01
+16.400 +15.800 AWN01
Window / Door Head
O X X O
X
FG FG
1 Upper Level +13.400 O
+13.400 +13.100
Bottom of Slab +12.500 BAL01
Bottom of SCN01
DP01
P2
DP01 P1 DP01 P1 P1 P1 O X X O
+10.100
0 Ground Level
+10.100 BOUNDARY
SCN01 SCN03 BD RBW01 Adjacent landscaped mound
South West Elevation
1:100
CLD01 AWN01 RS01 SCN02 CLD01
G F E D C B A
790 2,080 1,700 5,600 7,110 2,090
RS01
+17.603
Highest point of roof
AWN01
GU01
+16.400 GU01
2 Roof
+16.400 +15.800 AWN01 AWN01
Window / Door Head
FG FG FG FG FG
CLD01
SCN02
+13.400
1 Upper Level
+13.100
+13.400
Bottom of Slab +12.500
Bottom of SCN01 FG
WS
0 Ground Level +10.100 BOUNDARY
+10.100
SCN01 RBW01 DP01 BD P1 RBW01 SCN03
North West Elevation
1:100
B L A C K Mixed Use Building
ELEVATIONS
W O O D
DA3.01
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 10
CLD02 RS01 CLD01 AWN01 RS01 GU01
1 2 3 4 5 6
3,070 2,280 2,100 3,900 16,090
RS01
+17.603
Highest point of roof
GU01
+16.400
2 Roof
+16.400 +15.800 AWN01 AWN01
Window / Door Head FG FG FG FG FG FG FG
Bifold window
CLD01
1 Upper Level +13.400 CLD02
+13.100
+13.400
Bottom of Slab +12.500 SCN01
BAL01
Bottom of SCN01
SCN03
P2
DP01
WS
+10.100
0 Ground Level
+10.100 BOUNDARY
Adjacent landscaped mound RBW01 P1 WS SCN01 P1 P1 P2 WS P1 SCN01
North East Elevation
1:100
RS01 CLD02
A B C D E F G
2,090 7,110 5,600 1,700 2,080 790
RS01
+17.603
Highest point of roof
GU01 GU01
+16.400
2 Roof
+16.400 +15.800 AWN01 AWN01
Window / Door Head FG FG FG FG FG FG
DP01 X X O
Bifold window
SCN02
BAL01 CLD02
+13.400
1 Upper Level
+13.100
+13.400
Bottom of Slab +12.500
Bottom of SCN01
SCN03 DP01
SCN03
+10.100 BOUNDARY O X X O BOUNDARY
0 Ground Level
+10.100
Adjacent landscaped mound dotted RBW01 DP01 WS SCN01 DP01 SCN04
South East Elevation
1:100
B L A C K Mixed Use Building
ELEVATIONS
W O O D
DA3.02
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n
Page 11
Truss roof RS01
G F E D C B A
790 2,080 1,700 5,600 7,110 2,090
+17.603
Highest point of roof
GU01
AWN01 GU01
+16.400
+16.400 +16.400
2 Roof +15.800 DP01 2 Roof
Window / Door Head
SCN02
DP01
+13.400 +13.400 CLD01+13.400
+13.100
1 Upper Level 1 Upper Level
Bottom of Slab +12.500
RBW01 RBW01 SCN01
Bottom of SCN01
P2
RBW01
WS WS O X X O
+10.100 +10.100 BOUNDARY +10.100
0 Ground Level 0 Ground Level
Section A
1:100
CARETAKER 1 RS01
2 3 4 5 Truss roof
6
3,070 2,280 2,100 3,900 16,090
+17.603
Highest point of roof
GU01 GU01
+16.400
+16.400
2 Roof +15.800 AWN01
DP01
Window / Door Head
FG
CLD01
+13.400 +13.400 CLD02
+13.100
1 Upper Level
Bottom of Slab SCN01
+12.500 BAL01
Bottom of SCN01 DP01
RBW01
BOUNDARY
+10.100 O X X O
+10.100
0 Ground Level
Adjacent landscaped mound
UNIT 1 CARPARK SCN01 WS
Section B
1:100
B L A C K Mixed Use Building
SECTIONS A + B
W O O D
DA4.01
Scale Project No. Date Revision For Aaron O’Connor
1:100 @ A3 202315 21/07/2023 E 7 Woodland Drive, Peregian Beach QLD 4563
a r c h i t e c t u r e & d e s i g n