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Appendix E - Architectural Plans · MCU25/0053
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APPENDIXE ARCHITECTURAL PLANS
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Section 2
GENERAL NOTES
VERIFY ALL DIMENSIONS AND LEVELS BEFORE COMMENCING WORK. DO NOT SCALE FROM DRAWING.
COPYRIGHT
THE COPYRIGHT OF THESE DOCUMENTS AND ALL WORKS EXECUTED FROM THESE DOCUMENTS
SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ON CREATION VEST IN THE ARCHITECT.
PROPOSED RESIDENCE
THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
LOCATION DESCRIBE HEREON
5 CONSULTANT ISSUE 02.05.25
7 NOOSA PARADE 4
3
2
CONSULTANT ISSUE
UPDATED BASEMENT, STRUCTURE
GENERAL UPDATES
30.04.25
11.03.25
30.01.25
1 CONSULTANT COORDINATION 16.01.25
REV DESCRIPTION DATE
REVISION SCHEDULE
DRAWING LIST
NO. TITLE REV.
00 SERIES - COVER SHEET
00.01 COVER SHEET AND LOCALITY PLAN 5
10 SERIES - SITE INFO
10.01 SITE PLAN - EXISTING, GRID SETOUT & 3
PROPOSED
20 SERIES - AREA PLANS
20.01 AREA PLANS 6
21 SERIES - GENERAL ARRANGEMENT PLANS
21.02 G.A. GROUND FLOOR PLAN 8
21.01 G.A. BASEMENT PLAN 9
21.03 G.A. FIRST FLOOR PLAN 7
21.04 G.A. ROOF PLAN 6
30 SERIES - G.A. ELEVATIONS
30.01 NORTH & SOUTH ELEVATIONS 6
30.02 EAST & WEST ELEVATION 6
40 SERIES - G.A. SECTIONS
40.01 SECTIONS 1 & 2 8
40.02 SECTIONS 3 & 4 6
40.03 SECTIONS 5 & 6 6
GENERAL NOTES: SITE: TERMITE MANAGEMENT NOTES:
1. ALL BUILDING WORK MUST COMPLY WITH NATIONAL CONSTRUCTION 1. DRAWING TO BE READ IN CONJUNCTION WITH SURVEY DRAWINGS, 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
CODE (NCC) OF AUSTRALIA, RELEVANT GOVERNMENT APPROVALS, CONTOUR AND DETAIL SURVEY 10529-Det, AND NATURAL GROUND ADEQUATE MEASURES ARE TAKEN IN MITIGATING THE RISK OF
AUTHORITY / DA CONDITIONS, ALL STATUTORY AUSTRALIAN SURVEY 10529-NG GROUND LEVEL CONTOURS, PREPARED BY TERMITE DAMAGE TO EXISTING AND PROPOSED BUILDINGS AND
STANDARDS AND ALL SPECIFIED AUSTRALIAN STANDARDS (AS). SKYLINE SURVEYORS PTY LTD. CHECK FOR CURRENT STRUCTURES.
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL REVISION BEFORE COMMENCING WORK. 2. THIS REQUIRES COMPLIANCE WITH THE NCC, VOLUME 2, PART 3.1.4,
CONSULTANT DRAWINGS, SPECIFICATIONS, SCHEDULES AND WHICH OUTLINES THE NATIONAL REQUIREMENTS, AND ALL
REPORTS. 2. ACTUAL DIMENSIONS AND LAYOUTS MAY VARY SLIGHTLY FROM APPROPRIATE AUSTRALIAN STANDARDS, INCLUDING AS 3660.1 AND AS
3. REFER TO THE NCC / BCA ASSESSMENT REPORTS AND APPROVALS. THOSE INDICATED. VERIFY ALL SURVEY INFORMATION AND THE 3660.2.
4. REFER TO ALL ARCHITECTURAL AND INTERIOR SCHEDULES FOR LOCATION OF ALL AS BUILT EXISTING FORM AND SERVICES BEFORE 3. THE PROPOSED TERMITE MANAGEMENT STRATEGY MUST BE
MATERIALS, FINISHES, FFE, SYSTEMS, AND LININGS. COMMENCING WORK ON SITE. SUBMITTED AND REVIEWED BY THE OWNER, BUILDING CERTIFIER AND
5. REFER TO ALL ARCHITECTURAL AND INTERIOR DRAWINGS, ARCHTIECT PRIOR TO PURCHASING OR INSTALLATION OF THE
SCHEDULES 3. SETOUT OF THE BUILDING WORKS IS TO BE UNDERTAKEN AND SYSTEM, TO ALLOW FOR COORDINATION.
AND SPECIFICATIONS. CERTIFIED BY A LICENCED SURVEYOR. CONDUCT A BOUNDARY
6. THESE DRAWINGS HAVE BEEN PREPARED FROM THIRD PARTY IDENTIFICATION SURVEY TO LOCATE BUILDINGS, SITE BOUNDARIES
INFORMATION. AND BOUNDARY FENCES PRIOR TO EXECUTION OR CONSTRUCTION OF
7. REVIEW AND CONFIRM SURVEY INFORMATION, AND CONFIRM ALL ANY WORKS.
DIMENSIONS AND LEVELS ON SITE BEFORE COMMENCING WORK.
8. SECURE THE BUILDING SITE TO THE SATISFACTION OF THE
WORKPLACE HEALTH AND SAFETY ACT.
9. INSTALL EROSION AND SEDIMENT CONTROL MEASURES TO THE DEMOLITION NOTES:
SATISFACTION OF THE LOCAL AUTHORITY.
1. MAKE GOOD ALL FLOORS, WALLS, CEILINGS, AND OTHER SURFACES
10. PROTECT EXISTING SIGNIFICANT TREES, SHRUBS ABD OTHER
WHERE AFFECTED BY DEMOLTION WORKS.
LANDSCAPE FEATURES ON SITE AS DIRECTED. SEEK APPROVAL FROM
2. NOTIFY THE OWNER IMMEDIATELY SHOULD ASBESTOS, OR ANY
THE LOCAL AUTHORITY PRIOR TO REMOVAL OF ANY TREES.
ASBESTOS PRODUCTS BE SUSPECTED OR DETECTED ON THE SITE.
11. FALL ALL EXTERNAL GROUND SURFACES AWAY FROM THE BUILDING
DETECTION AND REMOVAL OF ASBESTOS IS THE RESPONSIBILITY OF
50mm IN THE FIRST METRE
THE OWNER.
12. MASONRY CONSTRUCTION TO COMPLY WITH AS 3700
3. PROVIDE TEMPORARY SUPPORT TO FLOORS, WALLS AND ROOFS
13. SUBFLOOR VENTILATION TO COMPLY WITH NCC
WHERE NECESSARY DURING DEMOLITION AND CONSTRUCTION.
14. THE CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF ALL
4. ERECT TEMPORARY HOARDING, SCAFFOLDING, BARRICADES OR
NECESSARY PACKERS, STIFFENERS, NAIL PLATES AND SUPPORT
SAFETY FENCES TO PROTECT OPENINGS AND UNSTABLE STRUCTURE
MEMBERS REQUIRED TO FRAME AND CLAD THE BUILDING.
ACCORDINGLY.
15. THE CONTRACTOR IS TO ALLOW TO PACK OUT WALLS AS REQUIRED
5. SALVAGE ALL DOORS, WINDOWS, LIGHT FITTINGS, AND OTHER
TO
FITTINGS AND FIXTURES AS DIRECTED BY THE OWNER.
ACHIEVE A FLUSH AND PLUMB FINISH.
6. REMOVE ALL REDUNDANT SERVICES, INCLUDING ELECTRICAL AND
16. REFER SECTION J ENERGY EFFICIENCY ASSESSMENT REPORT FOR
LIGHT FITTINGS, FIXTURES AND CABLING AS REQUIRED.
ESD
REQUIREMENTS INCLUDING INSULATION AND GLAZING.
17. WALL AND CEILING SYSTEMS SELECTED REQUIRE LAGGING TO ALL
WASTE / STORMWATER PIPES TO ACHIEVE ACOUSTIC SEPARATION. WATERPROOFING NOTES:
18. WALL AND CEILING SYSTEMS SELECTED REQUIRE SEPARATION
1. WATERPROOFING MEMBRANES SHOWN ON THE ARCHITECTURAL
BETWEEN WASTE / STORMWATER PIPES AND FACE OF
DRAWINGS ARE INDICATIVE ONLY; ACTUAL SCOPE AND EXTENT MAY
PLASTERBOARD,
VARY.
TO ACHIEVE ACOUSTIC SEPARATION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
19. ALL EXISTING SERVICES SHOWN ARE TO BE LOCATED ON SITE BY THE
ADEQUATE MEASURES ARE TAKEN IN MITIGATING THE RISK OF WATER
CONTRACTOR PRIOR TO EXCAVATION OR CONSTRUCTION. EXISTING
ENTRY INTO EXISTING AND PROPOSED BUILDINGS AND STRUCTURES,
SERVICES REPRESENTED ON DRAWINGS INDICATE APPROXIMATE
AND TO ALLOW FOR ALL REQUIRED WATERPROOFING MEASURES AND
POSITIONS ONLY.
SYSTEMS.
20. LOCATE ALL SUBTERRANEAN SERVICES BY HAND.
3. WATERPROOFING SYSTEMS ARE TO ENSURE THAT WATER DOES NOT
21. THE CONTRACTOR IS TO LIAISE WITH ALL SERIVCE AUTHORITIES
PENETRATE INTO THE BUILDING.
PRIOR
4. THIS REQUIRES COMPLIANCE WITH THE NCC, VOLUME 2, PART 3.8.1,
TO THE DISCONNETION AND CONNECTION OF EXISTING AND NEW
WHICH OUTLINES THE NATIONAL REQUIREMENTS, AND ALL
D E SERVICES.
22. THE CONTRACTOR IS RESPONSIBLE FOR THE WATERTIGHTNESS OF
APPROPRIATE AUSTRALIAN STANDARDS, INCLUDING AS 3740, AS
RA THE BUILDING AND MUST PROVIDE FLASHING, CAPPING,
4654.1,
PA
AND AS 4654.2.
COMPRESSIBLE SEALS, TANKING AND DAMP PROOF COURSING
S A REQUIRED TO PREVENT THE ENTRY OF MOISTURE INTO THE BUILDING.
5. THE CONTRACTOR IS TO REFER TO THE WATERPROOFING SYSTEM
SPECIFICATION, PREPARED BY ARDEX; AND INSTALL THE SPECIFIED
O NOOSA INLET 23. DAMP PROOFING OF THE BUILDING IS REQUIRED IN ACCORDANCE
NO
SYSTEMS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
WITH
WRITTEN INSTRUCTIONS AND DETAILS.
NCC AND AUSTRALIAN STANDARDS.
6. ALL WATERPROFING SYSTEMS MUST BE INSTALLED BY AN
24. ALL WET AREAS THROUGHOUT THE BUILDING ARE REQUIRED TO BE IN
5 ACCORDANCE WITH NCC AND AUSTRALIAN STANDARDS.
ACCREDITED
SUB-CONTRACTOR, TO ENSURE WARRANTY CONDITIONS ARE MET.
25. ALL GLAZING IS REQUIRED TO BE IN ACCORDANCE WITH NCC,
7. THE PROPOSED WATERPROOFING STRATEGY, SYSTEM TERMINATION
AUSTRALIAN STANDARDS AND SECTION J REQUIREMENTS.
DETAILS, AND DETAILS OF LAPPING IN SYSTEMS MUST BE SUBMITTED
26. ALL GLAZING TO MEET THE MINIMUM ACOUSTIC STANDARD AS bureau^proberts PTY LTD
AND REVIEWED BY THE OWNER, BUILDING CERTIFIER AND ARCHTIECT
SETDOWN IN THE ACOUSTIC ENGINEER'S REPORT IF PROVIDED. ABN 53 073 087 993 ACN 073 087 993
PRIOR TO PURCHASING OR INSTALLATION OF THE SYSTEM, TO ALLOW LEVEL 14, 100 CREEK STREET, BRISBANE QLD 4000, GPO Box 3204 QLD 4001
27. ALL OPERABLE WINDOWS IN BEDROOMS ARE TO BE FITTED WITH P: 07 3221 0672 F: 07 3221 0683 EMAIL : [email protected] www.bureauproberts.com.au
FOR COORDINATION.
RESTRICTORS ENSURING A MAXIMUM OPENING OF 120mm.
CLIENT:
28. REFER TO RCP'S AND POWER AND DATA LAYOUT PLANS FOR NOTES,
OUTLET ARRANGEMENTS, OUTLET MOUNTING HEIGHT, SWITCH
LOCATION AND DIMENSIONS.
FIRE RATINGS: SEYMOUR GROUP
PROJECT:
29. ALL STRUCTURAL & NON-STRUCTURAL BUILDING ELEMENTS FRL 60/60/60 (60 MINUTES FROM OUTSIDE)
(INCLUDING OR; BE CONSTRUCTED OF MASONRY VENEER NOOSA RESIDENCE
WALLS AND PARTITIONS; CEILINGS AND SERVICES) TO RESIST
5 EARTHQUAKE FORCES TO MEET THE NCC AND AUSTRALIAN
CONSTRUCTION IN WHICH THE EXTERNAL MASONRY
VENEER IS NOT LESS THAN 90mm THICK;
ADDRESS:
STANDARDS REQUIREMENTS. OR; BE OF MASONRY CONSTRUCTION NOT LESS 7 NOOSA PARADE
30. ALL SYSTEMS AND MATERIALS TO COMPLY WITH STATUTORY THAN 90mm THICK.
REQUIREMENTS AND TO SUIT SITE CONDITIONS. IN ACCORDANCE WITH NCC VOLUME 2, PART 3.7.2
31. ALL STRUCTURAL STEEL TO BE HOT DIPPED GALVANISED, REFER
STRUCTURAL ENGINEERS DETAILS, UNLESS NOTED OTHERWISE. DRAWN BY: NORTH:
FIRE PROTECTION:
WIT
32. ALL EXPOSED CONCRETE WALLS / COLUMNS TO BE CLASS 2 FINISH, TH
ANY BACK OF HOUSE CONCRETE WALLS / COLUMNS TO BE CLASS 3 CHECK BY:
FINISH, REFER STRUCTURAL ENGINEERS DETAILS, UNLESS NOTED 1. INSTALL SMOKE ALARMS IN ACCORDANCE WITH THE NCC, JC
TA
OTHERWISE. AUSTRALIAN
STANDARDS, AND STATE REGULATIONS AND LEGISLATION. PROJECT
33. DISCONTINUOUS CONSTRUCTION TO BE ACHIEVED TO NATIONAL ARCHITECT JC
CONSTRUCTION CODE REQUIREMENTS, AS REQUIRED. 2. NO COMBUSTIBLE MATERIALS TO BE USED IN INSTALLATION OF FIRE
CIR
RATED SYSTEMS. STAGGER JOINTS IN EACH LAYER OF CLADDING. DESIGN
34. SAMPLES, PROTOTYPES & SHOP DRAWINGS TO BE MADE AVAILABLE ARCHITECT AB
TO 3. ALL PENETRATIONS IN FIRE RATED FLOORS, WALLS OR CEILINGS ARE
REQUIRED TO BE FORMED UP, LINED AND FIRE SEALED TO MAINTAIN SCALE:
THE OWNER & ARCHITECT PRIOR TO BEING REQUIRED FOR SITE.
35. CONTRACTOR TO PROVIDE ALL TEST DATA AND REPORTS TO THE THE INTEGRITY OF THAT PART, IN ACCORDACNE WITH THE NCC AND 50 1 : 1000 [A1]
CERTIFIER. AUSTRALIAN STANDARDS.
36. ALL BALUSTRADES TO BE NON CLIMBABLE AND INSTALLED WITH A 4. THE FIRE RATING OF ANY SHAFT THROUGHOUT THE BUILDING IS DRAWING TITLE:
1050mm MINIMUM HEIGHT OR HIGHER ABOVE FFL, REFER TO REQUIRED TO BE NO LESS THAN THE HIGHEST FRL REQUIRED
BALUSTRADE DRAWINGS. BETWEEN THE STOREYS IT PASSES THROUGH. OPENINGS IN THE
SHAFT MUST BE PROTECTED IN ACCORDANCE THE NCC AND
COVER SHEET AND LOCALITY PLAN
37. ALL SWIMMING POOL FENCING AND BALUSTRADES TO BE NON
CLIMBABLE AND INSTALLED WITH A 1200mm MINIMUM HEIGHT OR AUSTRALIAN STANDARDS.
HIGHER ABOVE FFL, IN ACCORDANCE WITH THE NCC, AUSTRALIAN 5. CONSTRUCTION JOINTS IN FLOORS, WALLS, AND CEILINGS MUST BE
STANDARDS AND QDC. CONSTRUCTED TO MAINTAIN THE FIRE INTEGRITY OF THE PART IN
CAD FILE REF: DATE:
38. PROVIDE A TERMITE BARRIER SYSTEM. ACCORDANCE WITH THE NCC AND AUSTRALIAN STANDARDS. C: \_Revit Local\24048_7 Noosa Parade_B.A_JasonC9U8GC. rvt
02.05.25
39. ALL WALLS, PARTITIONS AND CEILINGS TO ALLOW FOR STRUCTURAL PROJECT NO: PHASE: DRAWING NUMBER: REVISION:
DEFLECTION, STRUCTURAL MOVEMENT & WIND PRESSURES.
40. CONTRACTOR TO CONFIRM ALL NOMINAL (NOM.) AND CHECK ON SITE
41. (C.O.S) DIMENSIONS AND SETOUT PRIOR TO COMMENCING WORKS. 24048 B.A. AR 00.01 5
LOCALITY PLAN - PROPOSED 2/05/2025 4:56:30 PM
1 1 : 1000
Section 3
GENERAL NOTES
N 11
es e 3
( R 21 84
)
VERIFY ALL DIMENSIONS AND LEVELS BEFORE COMMENCING WORK. DO NOT SCALE FROM DRAWING.
rve
5
2.0
COPYRIGHT
3
2.2
THE COPYRIGHT OF THESE DOCUMENTS AND ALL WORKS EXECUTED FROM THESE DOCUMENTS
4
SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ON CREATION VEST IN THE ARCHITECT.
2.0
THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
LOCATION DESCRIBE HEREON
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BUILDING
SITE PLAN - EXISTING
1 1 : 200
1 2 3 4 5 6 7
7292 3380 8500 7160 11435 6000 4690 7000
55.457 m
142° 02' 10"
2005
A A
NOOSA PARADE
NOOSA INLET
11210
53° 28' 00"
20.123 m
232° 02' 10"
20.115 m
B B
4400
C C
2500
55.947 m
322° 02' 10"
1 2 3 4 5 6 7
GRID SETOUT PLAN
3 1 : 200
1 2 3 4 5 6 7
55.457 m
142° 02' 10"
COURTYARD
A A
POOL
bureau^proberts PTY LTD
ABN 53 073 087 993 ACN 073 087 993
LEVEL 14, 100 CREEK STREET, BRISBANE QLD 4000, GPO Box 3204 QLD 4001
P: 07 3221 0672 F: 07 3221 0683 EMAIL : [email protected] www.bureauproberts.com.au
NOOSA PARADE
NOOSA INLET
CLIENT:
SEYMOUR GROUP
PROJECT:
COURTYARD POOL TERRACE
EXISTING JETTY & PONTOON NOOSA RESIDENCE
53° 28' 00"
20.123 m
232° 02' 10"
20.115 m
ADDRESS:
ROOF ROOFLIGHTS
REAR TERRACE
7 NOOSA PARADE
B B DRAWN BY: NORTH:
TH
CHECK BY:
DRY COURT JC
DRIVEWAY
PROJECT
ARCHITECT JC
C C DESIGN
ARCHITECT AB
COURT DRY COURT
SCALE:
55.947 m
322° 02' 10" 5 1 : 200 [A1]
DRAWING TITLE:
SITE PLAN - EXISTING, GRID SETOUT &
PROPOSED
1 2 3 4 5 6 7 CAD FILE REF: DATE:
C: \_Revit Local\24048_7 Noosa Parade_B.A_JasonC9U8GC. rvt
02.05.25
PROJECT NO: PHASE: DRAWING NUMBER: REVISION:
SITE PLAN - PROPOSED 24048 B.A. AR 10.01 3
2 1 : 200 2/05/2025 4:56:35 PM
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