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RFI - Council Drawings - 92 Hilton Terrace, Noosaville (Revision D) · MCU26/0080
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NOTES
· RL'S ARE ASSUMED ONLY AND SHALL BE VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF SITE WORKS
· DOWN PIPES & ROOF DRAINAGE LOCATIONS ARE SUGGESTED ONLY AND BUILDER
SHOULD ENSURE ADEQUATE STORMWATER FALL AND DRAINAGE AS REQUIRED
· VERIFY SIZE OF ALL ROOFS ON SITE
· ROOF TO BE WATERPROOFED IN ACCORDANCE WITH AS 4654.1 & AS 4654.2
· PROVIDE TERMITE TREATMENT IN ACCORDANCE WITH AS 3660.1
· SUSPENDED CONCRETE SLABS TO ENGINEER'S DETAILS
· REINFORCED CONCRETE SLAB, FOOTINGS & RETAINING WALLS TO ENGINEERS
DETAILS
· WINDOWS & DOORS TO BE ALUMINUM POWDER COATED WITH CLEAR GLASS
· TERRACE BALUSTRADE TO LOCAL COUNCIL REQUIREMENTS
· POOL FENCE TO LOCAL COUNCIL REQUIREMENTS
SITE BOUDUNARY
SITE BOUDUNARY
12.5° TILED PITCHED ROOF
RL 10.350
12.5° TILED PITCHED ROOF 12.5° TILED PITCHED ROOF
8m MAX BUILDING HEIGHT FEATURE STONE COLUMN
1150
POWDER COATED ALUMINIUM DOORS
8m MAX BUILDING HEIGHT
AND WINDOWS WITH CLEAR GLASS SUSPENDED CONCRETE SLABS
400
TO ENGINEER'S DETAILS 'TRUSSED ROOF TO FUTURE DETAIL'
ROOF RL 9.200 'TRUSSED ROOF TO FUTURE DETAIL'
TIMBER FEATURE BEAMS
CEILING
TIMBER FEATURE BEAMS
TERRACE BALUSTRADE TERRACE BALUSTRADE GYM HALLWAY RETREAT OFFICE TERRACE TERRACE BALUSTRADE
2700
TO LOCAL COUNCIL TO LOCAL COUNCIL TO LOCAL COUNCIL
REQUIREMENTS REQUIREMENTS REQUIREMENTS
SUSPENDED CONCRETE SLABS
400
TO ENGINEER'S DETAILS
UPPER FLOOR RL 6.100 RL 6.100 RL 6.100 RL 6.100
PLANTER
CEILING
ALL SLIDING DOORS TO HAVE
FLUSH TRANSITION TRACKS
WITH ADEQUATE DRAINAGE DAYBED PAVILION
GARAGE DINING / LIVING TERRACE
ENTRY HALLWAY
3000
GLASS POOL FENCE
TO LOCAL COUNCIL
REQUIREMENTS
PLANTER
300
GROUND FLOOR RL 2.700 DRIVEWAY FEATURE CENTER RL 2.700 RL 2.700
DRIVEWAY RL 2.400
DRIVEWAY
DRIVEWAY RL 2.150
SLAB CONNECTION AS
PER ENGINEERS DETAILS
FGL
NGL
LINE OF NGL THROUGH SECTION REINFORCED CONCRETE SLAB,
LINE OF NGL THROUGH SECTION POOL
FOOTINGS AND RETAINING WALLS
REINFORCED CONCRETE SLAB,
TO ENGINEER'S DETAILS
FOOTINGS AND RETAINING WALLS
TO ENGINEER'S DETAILS SECTION AA REINFORCED CONCRETE SLAB,
FOOTINGS AND RETAINING WALLS
TO ENGINEER'S DETAILS
PROVIDE TERMITE TREATMENT IN
ACCORDANCE WITH AS3660.1
SITE BOUDUNARY
SITE BOUDUNARY
12.5° TILED PITCHED ROOF
RL 10.350
8m MAX BUILDING HEIGHT
1150 SUSPENDED CONCRETE SLABS POWDER COATED ALUMINIUM DOORS
TO ENGINEER'S DETAILS 'TRUSSED ROOF TO FUTURE DETAIL'
400
AND WINDOWS WITH CLEAR GLASS
ROOF RL 9.200
CEILING
FEATURE TIMBER BEAMS
ENSUITE GUEST 1 RETREAT PREMIER ROOM ENS
2700
200 SERIES BLOCKWORK
TO ENGINEER'S DETAILS
SUSPENDED CONCRETE
SLABS TO ENGINEER'S
400
DETAILS
UPPER FLOOR RL 6.100 RL 6.100 RL 6.100 RL 6.100
CEILING
SUSPENDED CONCRETE SLABS
TO ENGINEER'S DETAILS TIMBER
BIN STORAGE FEATURE
SCREENING BEAMS
BOUNDARY WALL -
PANTRY KITCHEN DINING LIVING ENTERTAINMENT BOUNDARY WALL -
3000
AS PER ENGINEERS AS PER ENGINEERS
REQUIREMENTS REQUIREMENTS
300
GROUND FLOOR RL 2.700 RL 2.700 RL 2.700 RL 2.700
LINE OF NGL THROUGH SECTION
REINFORCED CONCRETE SLAB,
REINFORCED CONCRETE SLAB, FOOTINGS AND RETAINING WALLS
FOOTINGS AND RETAINING WALLS
TO ENGINEER'S DETAILS SECTION TO ENGINEER'S DETAILS
BB
PROVIDE TERMITE TREATMENT IN
ACCORDANCE WITH AS3660.1
RL 10.350
12.5° TILED PITCHED ROOF 8m MAX BUILDING HEIGHT
1150
12.5° TILED PITCHED ROOF
SUSPENDED CONCRETE SLABS
400
ROOF RL 9.200 'TRUSS ROOF TO FUTURE DETAIL' TO ENGINEER'S DETAILS 'TRUSS ROOF TO FUTURE DETAIL'
CEILING
TERRACE GUEST 4 ENS GUEST 3 ENS ENS GUEST 2
2700
TERRACE BALUSTRADE TO
LOCAL COUNCIL REQUIREMENTS
400
UPPER FLOOR RL 6.100 RL 6.100 RL 6.100
CEILING
SUSPENDED
CONCRETE SLABS TO ALL SLIDING DOORS TO HAVE
ENGINEER'S DETAILS FLUSH TRANSITION TRACKS
WITH ADEQUATE DRAINAGE
LIVING B'FAST BAR
3000
200 SERIES BLOCKWORK
GARAGE TO ENGINEER'S DETAILS
300
GROUND FLOOR RL 2.700 RL 2.700
ALL SLIDING DOORS TO HAVE
RL 2.400 FLUSH TRANSITION TRACKS
WITH ADEQUATE DRAINAGE
SLAB CONNECTION AS
FGL
PER ENGINEERS DETAILS
LINE OF NGL THROUGH SECTION REINFORCED CONCRETE SLAB,
FOOTINGS AND RETAINING WALLS
REINFORCED CONCRETE SLAB,
FOOTINGS AND RETAINING WALLS SECTION TO ENGINEER'S DETAILS
TO ENGINEER'S DETAILS
CC
PROVIDE TERMITE TREATMENT IN
ACCORDANCE WITH AS3660.1
PAUL CLOUT DESIGN GENERAL NOTES:
Suite 3, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all dimensions on site prior to REVISION DATE REV DESCRIPTION
CLIENT NAME: Pickering, Brendan & Angelique
PO BOX 152, NOOSAVILLE, QLD 4566. commencing works. Site location is Category W41 or to engineer's requirements. These drawings are to be SITE ADDRESS: 92 Hilton Terrace, Noosaville 15/05/2025 A CLIENT ISSUE
BSA LICENCE: 1066417 read in conjunction with engineer's design and details, the accompanying building specification and schedule 06/01/2026 B SPS ISSUE
PH: (07) 5440 5388
of finishes. If in doubt, please request clarification. DO NOT ASSUME.
@COPYRIGHT PAUL CLOUT DESIGN PTY LTD.
DRAWING TITLE:
STAGE:
Sections
Council Drawings
D 14/08/2026
01/10/2026
C
D
COUNCIL ISSUE
RFI AMMENDMENT
[email protected]
www.paulclout.com
NOT FOR CONSTRUCTION SCALE: 1:100 ON A1 DRAWING No. 07.0
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