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RFI - Attachment F - Revised Architectural Plans · MCU25/0053
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URBIS | AttachmentF Revised 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
PROPOSED RESIDENCE
SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR ON CREATION VEST IN THE ARCHITECT.
THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
LOCATION DESCRIBE HEREON
6 MCU RFI RESPONSE 22.09.25
7 NOOSA PARADE
5 CONSULTANT ISSUE 02.05.25
4 CONSULTANT ISSUE 30.04.25
3 UPDATED BASEMENT, STRUCTURE 11.03.25
2 GENERAL UPDATES 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 6
10 SERIES - SITE INFO
10.01 SITE PLAN - EXISTING, GRID SETOUT & 4
PROPOSED
20 SERIES - AREA PLANS
20.01 AREA PLANS 7
21 SERIES - GENERAL ARRANGEMENT PLANS
21.02 G.A. GROUND FLOOR PLAN 9
21.01 G.A. BASEMENT PLAN 10
21.03 G.A. FIRST FLOOR PLAN 8
21.04 G.A. ROOF PLAN 7
30 SERIES - G.A. ELEVATIONS
30.01 NORTH & SOUTH ELEVATIONS 7
30.02 EAST & WEST ELEVATION 7
40 SERIES - G.A. SECTIONS
40.01 SECTIONS 1 & 2 9
40.02 SECTIONS 3 & 4 7
40.03 SECTIONS 5 & 6 7
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
WATERPROOFING NOTES:
WASTE / STORMWATER PIPES TO ACHIEVE ACOUSTIC SEPARATION.
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
E
WHICH OUTLINES THE NATIONAL REQUIREMENTS, AND ALL
D SERVICES.
RA
APPROPRIATE AUSTRALIAN STANDARDS, INCLUDING AS 3740, AS
22. THE CONTRACTOR IS RESPONSIBLE FOR THE WATERTIGHTNESS OF 4654.1,
A
AP
THE BUILDING AND MUST PROVIDE FLASHING, CAPPING, AND AS 4654.2.
S
COMPRESSIBLE SEALS, TANKING AND DAMP PROOF COURSING 5. THE CONTRACTOR IS TO REFER TO THE WATERPROOFING SYSTEM
O NOOSA INLET REQUIRED TO PREVENT THE ENTRY OF MOISTURE INTO THE BUILDING.
NO
SPECIFICATION, PREPARED BY ARDEX; AND INSTALL THE SPECIFIED
23. DAMP PROOFING OF THE BUILDING IS REQUIRED IN ACCORDANCE 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
5 24. ALL WET AREAS THROUGHOUT THE BUILDING ARE REQUIRED TO BE IN
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
bureau^proberts PTY LTD
26. ALL GLAZING TO MEET THE MINIMUM ACOUSTIC STANDARD AS AND REVIEWED BY THE OWNER, BUILDING CERTIFIER AND ARCHTIECT ABN 53 073 087 993 ACN 073 087 993
SETDOWN IN THE ACOUSTIC ENGINEER'S REPORT IF PROVIDED. 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 FIRE RATINGS: SEYMOUR GROUP
LOCATION AND DIMENSIONS. PROJECT:
29. ALL STRUCTURAL & NON-STRUCTURAL BUILDING ELEMENTS
(INCLUDING
FRL 60/60/60 (60 MINUTES FROM OUTSIDE)
OR; BE CONSTRUCTED OF MASONRY VENEER NOOSA RESIDENCE
5 WALLS AND PARTITIONS; CEILINGS AND SERVICES) TO RESIST CONSTRUCTION IN WHICH THE EXTERNAL MASONRY ADDRESS:
EARTHQUAKE FORCES TO MEET THE NCC AND AUSTRALIAN
STANDARDS REQUIREMENTS.
VENEER IS NOT LESS THAN 90mm THICK;
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
DRAWN BY: NORTH:
STRUCTURAL ENGINEERS DETAILS, UNLESS NOTED OTHERWISE. FIRE PROTECTION: TH
WIT
32. ALL EXPOSED CONCRETE WALLS / COLUMNS TO BE CLASS 2 FINISH,
CHECK BY:
ANY BACK OF HOUSE CONCRETE WALLS / COLUMNS TO BE CLASS 3 1. INSTALL SMOKE ALARMS IN ACCORDANCE WITH THE NCC,
JC
FINISH, REFER STRUCTURAL ENGINEERS DETAILS, UNLESS NOTED AUSTRALIAN
TA
PROJECT
OTHERWISE. STANDARDS, AND STATE REGULATIONS AND LEGISLATION.
ARCHITECT JC
33. DISCONTINUOUS CONSTRUCTION TO BE ACHIEVED TO NATIONAL 2. NO COMBUSTIBLE MATERIALS TO BE USED IN INSTALLATION OF FIRE
C
CONSTRUCTION CODE REQUIREMENTS, AS REQUIRED. RATED SYSTEMS. STAGGER JOINTS IN EACH LAYER OF CLADDING. DESIGN
ARCHITECT AB
IR
34. SAMPLES, PROTOTYPES & SHOP DRAWINGS TO BE MADE AVAILABLE 3. ALL PENETRATIONS IN FIRE RATED FLOORS, WALLS OR CEILINGS ARE
TO REQUIRED TO BE FORMED UP, LINED AND FIRE SEALED TO MAINTAIN SCALE:
THE OWNER & ARCHITECT PRIOR TO BEING REQUIRED FOR SITE. THE INTEGRITY OF THAT PART, IN ACCORDACNE WITH THE NCC AND 50 1 : 1000 [A1]
35. CONTRACTOR TO PROVIDE ALL TEST DATA AND REPORTS TO THE AUSTRALIAN STANDARDS.
CERTIFIER. 4. THE FIRE RATING OF ANY SHAFT THROUGHOUT THE BUILDING IS DRAWING TITLE:
36. ALL BALUSTRADES TO BE NON CLIMBABLE AND INSTALLED WITH A REQUIRED TO BE NO LESS THAN THE HIGHEST FRL REQUIRED
1050mm MINIMUM HEIGHT OR HIGHER ABOVE FFL, REFER TO
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 AUSTRALIAN STANDARDS.
CLIMBABLE AND INSTALLED WITH A 1200mm MINIMUM HEIGHT OR 5. CONSTRUCTION JOINTS IN FLOORS, WALLS, AND CEILINGS MUST BE
HIGHER ABOVE FFL, IN ACCORDANCE WITH THE NCC, AUSTRALIAN CONSTRUCTED TO MAINTAIN THE FIRE INTEGRITY OF THE PART IN CAD FILE REF: DATE:
STANDARDS AND QDC. ACCORDANCE WITH THE NCC AND AUSTRALIAN STANDARDS. C:\_Revit Local\24048_7 Noosa Parade_B.A_larissaf4R2ZR.rvt
22.09.25
38. PROVIDE A TERMITE BARRIER SYSTEM. PROJECT NO: PHASE: DRAWING NUMBER: REVISION:
39. ALL WALLS, PARTITIONS AND CEILINGS TO ALLOW FOR STRUCTURAL
DEFLECTION, STRUCTURAL MOVEMENT & WIND PRESSURES.
40. CONTRACTOR TO CONFIRM ALL NOMINAL (NOM.) AND CHECK ON SITE 24048 B.A. AR 00.01 6
LOCALITY PLAN - PROPOSED 41. (C.O.S) DIMENSIONS AND SETOUT PRIOR TO COMMENCING WORKS. 22/09/2025 3:36:53 PM
1 1 : 1000
Section 3
6
2.2
GENERAL NOTES
1
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COPYRIGHT
3
2.2
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.
4
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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LOCAL AUTHORITY Section 4
REQUIREMENTS
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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
Section 5
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"
ADDRESS:
20.115 m
ROOF
REAR TERRACE 7 NOOSA PARADE
ROOFLIGHTS
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_larissaf4R2ZR.rvt
22.09.25
PROJECT NO: PHASE: DRAWING NUMBER: REVISION:
SITE PLAN - PROPOSED 24048 B.A. AR 10.01 4
2 1 : 200 22/09/2025 3:36:54 PM
Section 6
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.
THESE DOCUMENTS MAY ONLY BE USED TO PRODUCE THE PROJECT FOR THE CLIENT AND IN THE
LOCATION DESCRIBE HEREON
7 MCU RFI RESPONSE 22.09.25
6 CONSULTANT ISSUE 02.05.25
5 CONSULTANT ISSUE 30.04.25
4 MINOR UPDATES 24.04.25
3 UPDATED BASEMENT, STRUCTURE 11.03.25
2 GENERAL UPDATES 30.01.25
1 CONSULTANT COORDINATION 16.01.25
REV DESCRIPTION DATE
GROSS BUILDING AREA SCHEDULE SITE COVER AREA SCHEDULE REVISION SCHEDULE
SITE AREA = 1120sqm SITE AREA = 1120sqm KEY PLAN:
00_GROUND FLOOR 238.0 m² 21.2% SITE COVER 422 m² 37.6%
01_FIRST FLOOR 210.0 m² 18.8%
448.0 m² 40.0% SOFT LANDSCAPE 225 m² 20.2%
GFA
210.0 m²
SITE COVER
422.0 m²
GFA PLAN - FIRST FLOOR SITE COVER PLAN
1 1 : 200
4 1 : 200
SOFT LANDSCAPE
35.5 m²
SOFT LANDSCAPE
31.0 m²
PRIVATE
OPEN SPACE SOFT LANDSCAPE
GFA 73.5 m²
238.0 m²
PRIVATE
OPEN SPACE SOFT LANDSCAPE
19.5 m²
SOFT LANDSCAPE
5.5 m²
SOFT LANDSCAPE
60.0 m²
GFA PLAN - GROUND FLOOR SOFT LANDSCAPE AREA PLAN
2 1 : 200
5 1 : 200
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
CLIENT:
SEYMOUR GROUP
PROJECT:
NOOSA RESIDENCE
ADDRESS:
7 NOOSA PARADE
DRAWN BY: NORTH:
LJ
CHECK BY:
JC
PROJECT
ARCHITECT JC
DESIGN
ARCHITECT AB
SCALE:
5 1 : 200 [A1]
DRAWING TITLE:
AREA PLANS
GFA PLAN - BASEMENT
3 1 : 200
CAD FILE REF: DATE:
C:\_Revit Local\24048_7 Noosa Parade_B.A_larissaf4R2ZR.rvt
22.09.25
PROJECT NO: PHASE: DRAWING NUMBER: REVISION:
24048 B.A. AR 20.01 7
22/09/2025 3:36:57 PM
The text continues on section 7.
Used in these records
RFI - Attachment F - Revised Architectural Plans.pdfRelated documentApplication case desk ↗
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