Council archive · source document
MCU16/0046 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
WORKING DRAWING NOTES:
GENERAL NOTES: WALL FRAMING NOTES: ROOF FRAMING NOTES: CONCRETE SETOUT NOTES: WATERPROOFING & WATER RESISTANT MATERIALS NOTES:
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING CONSTRUCTION ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684. INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE ALL WET AREAS WATERPROOFING IS TO COMPLY WITH AS3740:2010
FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) CONSTRUCTION SUCH THAT THE FGL BELOW THE BUILDING IS TERMITE PERIMETER BARRIER SHOULD BE INSTALLED WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS
SANITARY COMPARTMENTS THAT ARE COMPLETELY ENCLOSED MUST HAVE A DOOR THAT IS READILY REMOVABLE IT IS RECOMMENDED THAT TIMBERS USED IN THIS PROJECT BE GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) HIGHER THAN ADJACENT FGL SO PONDING DOES NOT OCCUR (AS3660.1:2000, S.4.4) (BCA VOL2 P3.8.1.0)
FROM THE OUTSIDE BUT THIS IS NOT REQUIRED WHEN THERE IS 1200mm MIN BETWEEN THE DOORWAY & THE WC PAN SOURCED FROM RESPONSIBLY MANAGED FORESTS, TREE GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c)
(NCC VOL2 P3.8.3.3) PLANTATIONS OR RECYCLED WOOD THROUGH COMPANIES THAT INSULATION INSTALLATION DETAILS REFER TO ENERGY INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING BUILDER TO COMPLY WITH AS3600 & AS2870 FOR CONCRETE THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE TO
HAVE BEEN CERTIFIED AS COMPLYING WITH FOREST EFFICIENCY DRAWINGS FOR IMPROVED MOISTURE DRAINAGE WITH AIRCELL SLAB CONSTRUCTION SERVICES PRIOR TO BEGINNING CONSTRUCTION BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION
SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO AS/NZS3500.3 STORMWATER DRAINAGE OR AS/NZS3500.5 STEWARDSHIP COUNCIL (FSC) STANDARDS. FOR FURTHER BUILDER TO REFER TO TRUSSED ROOF BRACING GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa (N25 INSTRUCTIONS & MATERIAL COMPATIBILITY IS TO BE CHECKED BY THE
DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0) INFORMATION PLEASE REFER TO www.fsc.org (or) NOMINATED BY THE TRUSS MANUFACTURER GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED GRADE) STRENGTH AT 28 DAYS, 20mm NOMINAL BUILDER PRIOR TO USE.
www.fscaustralia.org INSULATION INSTALLATION DETAILS REFER TO ENERGY GROUND LEVEL SHOULD BE DESIGNED AND CONSTRUCTED TO AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 MESH & BE
WORKERS ARE TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING , LIFTING & INSTALLATION OF STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN AVOID PONDING AGAINST OR NEAR THE CONCRETE FOOTING MECHANICALLY VIBRATED WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION &
ARCHITECTURAL FIXTURES & COMPONENTS WHILE FOLLOWING WHS INSTRUCTIONS ON MANUFACTURER'S MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF EFFICIENCY DRAWINGS WITH THE GROUND AROUND THE BUILDING PERIMETER, CONTRACTION OF SUBSTRATE (AS3470:2010 S2.3)
DOCUMENTATION BUILDING WHS REPORT TO BE STORED IN LINEN CP FOR EASY ACCESS MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED NAILPLATED TIMBER ROOF TRUSSES BUILDER TO REFER TO TRUSSED ROOF BRACING INCLUDING THE UPHILL SIDE OF CUT AND FILL SITES MUST BE CONCRETE FOOTINGS TO COMPLY WITH AS3600 & HAVE 20MPa
NOMINATED BY THE TRUSS MANUFACTURER SLOPED AWAY FROM THE BUILDING AT 50mm MINIMUM IN (N20) WITH REINFORCEMENT AS DETAILED & BE NOMINAL MINIMUM FIXINGS:
MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH STRESS GRADE JOINT GROUP GENERAL ROOF TRUSSES TO BE DESIGNED & INSTALLED IN 1000mm (AS1870 S5.2.1) MECHANICALLY VIBRATED
TIMBER FLOORS TO MEET THE REQUIREMENTS OF AS4786.2:2005 TIMBER FLOORING - SANDING & FINISHING UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS:
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED MGP 10/F5 JD5 (PINE WITH PITH-IN) ACCORDANCE WITH AS4440:2004 INSTALLATION OF
NAILPLATED TIMBER ROOF TRUSSES TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO VAPOUR BARRIER IS TO BE INSTALLED UNDER THE SLAB ON (AS1684.3, S9.5 & T9.4)
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY WITH AS/NZS2905:1995 RIGHT WAY UP. CURVED MEMBERS ARE TO BE INSTALLED MGP 12/F8 JD4 (PINE NO PITH-IN)
LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH ENSURE CLASS 1 & 10 BUILDINGS TO HAVE 50 YEAR DESIGN GROUND CONSTRUCTION. IT IS TO BE 0.2mm NOMINAL * 3.05Ømm MIN FOR HARDWOOD & CYPRESS FRAMING
ACCORDING TO THE DESIGN DRAWINGS MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS
CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED LIFE BY COMPLIANCE WITH AS3660.1 TERMITE THICKNESS POLYETHYLENE FILM MEDIUM IMPACT RESISTANT * 3.33Ømm MIN FOR SOFTWOOD FRAMING
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION, CHARACTERISTICS & MARKING REQUIRE CERAMIC TILES THE BUILDER SHOULD PROVIDE TEMPORARY BRACING TO LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH
RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS MANAGEMENT - NEW WORK (NCC VOL2 P3.1.3.0) (AS2870, S5.3.3.2(c)) * PLASTIC POLYMER (GLUE) COATED 0R ANNULAR OR HELICAL DEFORMED SHANK
OF THE BEST COMMERCIAL QUALITY (FIRST QUALITY), CERAMIC FLOOR TILES SHALL BE TESTED TO AS/NZS4586 SUPPORT WIND & CONSTRUCTION LOADS DURING CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED
KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM METHOD OF TERMITE RISK MANAGEMENT IS TO BE PROVIDED FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM CONCRETE NAILS MACHINE DRIVEN NAILS:
TO MEET AUSTRALIAN STANDARDS FOR THE FIRST QUALITY CERAMIC TILES CONSTRUCTION. THIS MAY BE PART OF THE PERMANENT RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS
SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN WITH AT LEAST 2 DURABLE PERMANENT NOTICES IN KITCHEN COVER TO THE OUTER EDGE OF REINFORCEMENT: USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL NAILS IN DAMP
BRACING & MUST BE EQUAL TO 60% MINIMUM OF PROPOSED KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM
SHRINKAGE & TOLERANCES (AS1684.3 S1.13) CUPBOARD & MSB (NCC VOL2, P3.1.3.2) * 40mm TO UNPROTECTED GROUND OR WEATHER EXPOSED JOINTS
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT EXTERNAL DOORS PERMANENT BRACING (AS1684.3, S8.2) SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN
RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF * 30mm TO A MEMBRANE IN CONTACT WITH THE GROUND * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL LENGTH
SHRINKAGE & TOLERANCES (AS1684.3 S1.13)
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) VISUAL INSPECTION CLEARANCES FOR TERMITE MANAGEMENT * 20mm TO AN INTERNAL SURFACE IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL & EXTERNAL WALLS RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF
LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3 S1.12) ARE TO BE APPLIED TO THE BUILDING FABRIC * 40mm TO AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3) * WHEN NOT SPECIFIED IN TABLE NEXT, NAIL LENGTH IS
TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1)
HANDRAIL & BALUSTRADE NOTES TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN
BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED &
* MINIMUM 2 NAILS PER JOINT UNO
RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY
HANDRAILS, BALUSTRADES & ALL STAIR MEMBERS & HAND DRIVEN NAILS:
STANDARD RECYCLED TIMBER VISUALLY STRESS GRADED
CONNECTIONS TO MEET AS1170.1 * 3.15Ømm MIN FOR HARDWOOD & CYPRESS
RECYCLED TIMBER FOR STRUCTURAL PURPOSES TO
* 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBERS
ENSURE ANY RECYCLED TIMBER IS FIT FOR PURPOSE
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR LOWER FLOOR: 106m² *PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
FG FLOOR GULLY HW HOT WATER TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED.
GARAGE/D-CAVITY: 46m²
DP DOWN PIPE A/C AIR CONDITIONING
D DOOR DN DOWN GROUND FLOOR: 163m²
W WINDOW UP UP UPPER FLOOR: 42m²
L LOUVRE F FRIDGE
GFA 357m²
DH DOUBLE HUNG WC WATER CLOSET
RH RAIN HEAD SH COVERED TERRACES: 53m²
SHOWER
NEIGHBOURING BUILDING NEIGHBOURING BUILDING
CSD CAVITY SLIDING DOOR N TILED NICHE SITE COVER: 191.8m²/ 29.62%
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
RTH RL 14 RL 15 57°43'00" RL 16 RL 17 RL 18 WATER MAINS
TCR TO COUNCILS REQUIREMENTS F FRIDGE
SDD SEE WORKING DRAWINGS DETAIL P PANTRY NO EXISTING FENCE EXISTING FENCE
35.827 ROCK RETAINING WALL
BY LANDSCAPER
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
2000
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT RETAIN EXISTING
FR FLAT ROOF S SPITTER VEGETATION
RL 19
. FALL DIRECTION SW STORM WATER
DRIVEWAY BELOW
6m SETBACK
FALL
FALL
RETAIN EXISTING
VEGETATION
ROCK RETAINING WALL
BY LANDSCAPER
147°43'00"
10.769
LL
FA PORTHOLE 6000
SKYLIGHT )
(SDD) ED
R (T
MARCUS DUNE CT
N TE
PLA
FALL
RL 20
FLAT ROOF LL TERRACE
FA
6m SETBACK
FALL
147°45'10"
EXISTING
LL
18.000
RETAINING WALL
FA
RETAIN EXISTING
LL
VEGETATION
FA
FA
LL
LL
FA
FA
LL
L
FAL
FALL
LL
REMOVE EXISTING
6000 FLAT ROOF
FA
FA
LL VEGETATION
142°10'00"
TERRACE
7.265
BELOW FA
LL RL 21
FALL
3/DP
FALL
VOID POOL BELOW FALL STEPPERS BELOW TO SPEC
FALL
FLAT ROOF
2m SETBACK
RH/DP
2000
REMOVE EXISTING RL 22
VEGETATION
EXISTING FENCE 36.531 EXISTING FENCE
- 57°43'00"
NOOSA COUNCIL
APPROVED PLAN Lot 25 on SP111721 25 MARCUS DUNE CT,
MCU16/0146 6 JUN 1016 CASTAWAYS BEACH QLD 4567
SITE AREA: 647.425m²
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: SITE PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
SP1.0
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Page 2
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR LOWER FLOOR: 106m²
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
FG FLOOR GULLY HW HOT WATER
GARAGE/D-CAVITY: 46m²
TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. -
DP DOWN PIPE A/C AIR CONDITIONING
D DOOR DN DOWN GROUND FLOOR: 163m² NOOSA COUNCIL
W WINDOW UP UP UPPER FLOOR: 42m²
L
DH
LOUVRE
DOUBLE HUNG
F
WC
FRIDGE
GFA 357m²
APPROVED PLAN
WATER CLOSET
RH
CSD
RAIN HEAD
CAVITY SLIDING DOOR
SH
N
SHOWER
TILED NICHE
COVERED TERRACES: 53m²
SITE COVER: 191.8m²/ 29.62%
MCU16/0146 6 JUN 1016
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
RTH
TCR TO COUNCILS REQUIREMENTS F FRIDGE
SDD SEE WORKING DRAWINGS DETAIL P PANTRY NO
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
3 1
WD8.0 WD7.0
57°43'00"
35.827
ROCK RETAINING WALL
BY LANDSCAPER
2000
STORMWATER INFILTRATION
CHAMBER TO ENGINEER
DESIGN & DETAIL
14 13 12 11 10 9 8 7
DRIVEWAY
6 5 CONCRETE
4 3
W1 2 1
APPROXIMATE LINE OF
CANTILEVERED FLOOR (SDD)
15
16 BINS
L
ST
LINE OF GROUND UP 17
RI
P
FLOOR OVER BINS
DR
W2
AI
ROCK RETAINING WALL
147°43'00"
N
GD1
(T
BY LANDSCAPER
10.769
ED
6000
)
L
BED 2 EXISTING RETAINING WALL
TIMBER GARAGE
MARCUS DUNE CT
LINE OF GROUND
RL 17.000 VOS CONCRETE FLOOR OVER
RL 16.950 VOS
W3 GATE 40x20mm HORIZONTAL TIMBERS
w/20mm SPACINGS (SDD)
BED 3
TIMBER E
ROB
147°45'10"
RL 17.000 VOS 50mm
18.000
min. 6000
820D
720D
TIMBER
720D RL 17.000 VOS
STRIP DRAIN (TED)
820D
BE
D1
SD
RO
WC RETAINING WALL (TED)
W4
CLOTHES LINE
820D DRYING
BED 4 820D AREA
BATH LAUNDRYS
142°10'00"
TIMBER TILES
2 TILES 2
LINEN
TILES
7.265
RL 17.000 VOS RL 17.000 VOS (ENCLOSED SUBFLOOR)
SKYLIGHT RL 17.000 VOS
WD7.0 OVERHEAD
WD7.0
BE
SH (SDD)
RO
POOL
L HW
FG N V W/M EQUIPMENT
3/DP
AC UNITS
GATE
(FILL) POOL ABOVE (FILL)
SWING GATES 40x20mm HORIZONTAL
TIMBERS w/20mm SPACINGS TO SPEC (SDD)
2000
36.531
57°43'00"
3 1
WD8.0 WD7.0
Lot 25 on SP111721 25 MARCUS DUNE CT,
CASTAWAYS BEACH QLD 4567
SITE AREA: 647.425m²
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: LOWER FLOOR PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD1.0
Page 3
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR LOWER FLOOR: 106m²
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
FG FLOOR GULLY HW HOT WATER
GARAGE/D-CAVITY: 46m²
TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. -
DP DOWN PIPE A/C AIR CONDITIONING
D DOOR DN DOWN GROUND FLOOR: 163m² NOOSA COUNCIL
W WINDOW UP UP UPPER FLOOR: 42m²
L
DH
LOUVRE
DOUBLE HUNG
F
WC
FRIDGE
WATER CLOSET
GFA 357m² APPROVED PLAN
RH
CSD
RAIN HEAD
CAVITY SLIDING DOOR
SH
N
SHOWER
TILED NICHE
COVERED TERRACES: 53m²
SITE COVER: 191.8m²/ 29.62%
MCU16/0146 6 JUN 1016
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
RTH
TCR TO COUNCILS REQUIREMENTS F FRIDGE
SDD SEE WORKING DRAWINGS DETAIL P PANTRY NO
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
3 1
WD8.0 WD7.0
57°43'00"
35.827
2000
100x100mm
SHS (TED)
W10
L DRIVEWAY BELOW
W9
14 13 12 11 10 9 8 7 DN
6 5 4 200x45mm VERTICAL FEATURE
W11 3 2 TIMBERS w/65mm SPACINGS (SDD)
1
CT
6000
OV
RECESSED FR
147°43'00"
KITCHEN
10.769
FRAMELESS GLASS CBD 720D
BALUSTRADE (SDD) TIMBER
EXISTING RETAINING WALL
D4
.
SKYLIGHT PTY
MARCUS DUNE CT
S
OVERHEAD S
DECK 100x100mm
(SDD) ALTERNATING HORIZONTAL
TILES TIMBERS TO SPEC (SDD)
SHS (TED) CBD
DINING
50 in.
RL 20.000 VOS
m
AD
L
m
m
HE
LINE OF BULKHEAD
LK
LINE OF UPPER FLOOR &
BU
D4 GROUND FLOOR ROOF OVER
.
F
O
NE
147°45'10"
W12
LI
18.000
D3
. STUDY
TIMBER
LIVING 100x100mm
mm
TIMBER SHS (TED)
50 n.
n.
50
L
mi
mm
mi
6000
TERRACE
FALL
FALL
TILES
RL 19.930 VOS 100x100mm
FIREPLACE SHS (TED) W13
SKYLIGHT BATH
142°10'00"
2 (LOCATION TBC) 820D 2
100x100mm (SDD) SECRET TILES
7.265
SHS (TED) LINE OF UPPER FLOOR & SH STEPPERS TO SPEC
GROUND FLOOR ROOF OVER DOOR
WD7.0 W6
V PD WC
WD7.0
FG
GATE N
W8 TV (SJD) W7 GLASS POOL FENCE (TCR)
INTEGRATED ENTRY
DOOR (D2,SDD)
3/DP
4 3 2 1
ENTRY D2
WINDOW (SDD)
ACRYLIC POOL
TIMBER
RL 20.000 VOS
LAP POOL W5
15 15 14 131211 10 9 8 7 6 5 4 3 2 1
UP
VOLUME = 42.17m³ (approx)
MAX DEPTH = 1.8m
1.2m
0.9m
0.6m
0.3m
LINE OF VOID OVER (SDD)
HT DP
40x40mm VERTICAL TIMBERS
w/100mm SPACINGS TO FORM
OUTDOOR SHOWER
POOL SAFE BARRIER. MINIMUM
2000
3 1 TO SPEC
1.2m HIGH FROM FGL.
WD8.0 WD7.0
36.531
57°43'00"
Lot 25 on SP111721 25 MARCUS DUNE CT,
CASTAWAYS BEACH QLD 4567
SITE AREA: 647.425m²
LOCATION OF ALL SERVICES TO BE DETERMINED AND CONSIDERED PRIOR AND DURING CONSTRUCTION.
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: GROUND FLOOR PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD2.0
Page 4
KEY: TD THERMAL DETECTOR AREAS:
HT HOSE TAP SD SMOKE DETECTOR LOWER FLOOR: 106m²
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
FG FLOOR GULLY HW HOT WATER TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. -
GARAGE/D-CAVITY: 46m²
DP DOWN PIPE A/C AIR CONDITIONING
D
W
DOOR
WINDOW
DN
UP
DOWN
UP
GROUND FLOOR: 163m²
NOOSA COUNCIL
UPPER FLOOR: 42m²
L
DH
LOUVRE
DOUBLE HUNG
F
WC
FRIDGE
WATER CLOSET
GFA 357m² APPROVED PLAN
RH
CSD
RAIN HEAD
CAVITY SLIDING DOOR
SH
N
SHOWER
TILED NICHE
COVERED TERRACES: 53m²
SITE COVER: 191.8m²/ 29.62%
MCU16/0146 6 JUN 1016
SD SURFACE SLIDING DOOR V VANITY
GD GLASS DOOR T TUB
SJD SEE JOINERY DRAWINGS S SINK
TED TO ENGINEERS DETAIL OV OVEN
TFD TO FUTURE DETAIL W/M WASHING MACHINE
RTH
TCR TO COUNCILS REQUIREMENTS F FRIDGE
SDD SEE WORKING DRAWINGS DETAIL P PANTRY NO
CRS COLORBOND ROOF SHEETING FD FEATURE DOOR
TRM TRIMDEK ROOF SHEETS PD PLUMBING DUCT
FR FLAT ROOF S SPITTER
. FALL DIRECTION SW STORM WATER
3 1
WD8.0 WD7.0
57°43'00"
35.827
2000
DRIVEWAY BELOW
L
FAL
200x45mm VERTICAL FEATURE
CONCRETE HOB (TED) TIMBERS w/65mm SPACINGS
FA
147°43'00"
LL
10.769
6000
LL
FA PORTHOLE
SKYLIGHT TO
SPEC (SDD) PLANTER (TED)
MARCUS DUNE CT
RECESSED FRAMELESS GLASS
BALUSTRADE (SDD)
LL
TERRACE 40x20mm HORIZONTAL
FLAT ROOF FA TILES TIMBERS w/20mm SPACINGS
RL 23.000 VOS
50
147°45'10"
mm
min
LL
18.000
PLINTH (SJD)
FA
mi m
.
0m
n.
W16
LL
19
CONCRETE HOB (TED)
FA
90mm CHS (TED)
B FG 6000
D5
LL
FA
.
LINE OF ROOF OVER
FA
LL
PLAN
FAL V
L
BED 1
LL
)
TER
JD
FA
FA TIMBER
(S
LL
(TED
LL
V
142°10'00"
WA
N
2 BE ENSUITE 2
)
D
IN
7.265
FIREPLACE BA TILES
G
FLUE SE
WD7.0 WD7.0
IN
( SJ N
EN
D) SH WC
OP
90mm CHS (TED) FG
LL
3/DP FA 820CSD
.
ROBE
TIMBER
W15
1100 SD
VOID POOL BELOW W14
16 15 14 13 1211 10 9 8 7 6 5 4 3 2 1 STEPPERS BELOW
SD
DN
DP
3 1
2000
WD8.0 WD7.0
36.531
57°43'00"
Lot 25 on SP111721 25 MARCUS DUNE CT,
CASTAWAYS BEACH QLD 4567
SITE AREA: 647.425m²
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: UPPER FLOOR PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD3.0
Page 5
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. -
NOOSA COUNCIL
WINDOWS AND DOORS TO SPEC
CONCRETE FORMED ROOF (TED) REFER TO SPEC APPROVED PLAN
GLASS BALUSTRADE TO SPEC (SDD) TERRACE PLANTER (TED) MCU16/0146 6 JUN 1016
CONCRETE POOL SHELL TO ENGINEERS DESIGN BULKHEAD TO SPEC (SDD)
AND DETAIL (TED)
ALL FILL ON SITE TO ALL CONCRETE SLABS AND FOOTINGS ON SITE
ENGINEERS DETAILS TO ENGINEERS DESIGN AND DETAIL (TED)
40x40mm VERTICAL TIMBERS w/100mm SPACINGS TO FORM CONCRETE HOB (TED)
POOL SAFE BARRIER. MINIMUM 1.2m HIGH FROM FGL.
8m HE
UPPER FLOOR ROOF RL 25.720 VOS IGHT
LIMIT
VOS
TERMITE BARRIERS TO BCA 3.1.3 200 UM
250
WATERPROOF MEMBRANE TREATMENT AGAINST
TERMITE ATTACK (TERMIMESH OR SIMILAR)
UPPER FLOOR PP RL 25.470 VOS
2400 - MIN
2m SETBACK
BOUNDARY
VOS
(TERRACE) 200x45mm VERTICAL FEATURE TIMBERS
BED 1 TERRACE w/65mm SPACINGS (SDD)
50mm 50mm
UPPER FLOOR RL 23.070 VOS min. RL 23.070 VOS min. GROUND FLOOR ROOF RL 23.000 VOS
RL 23.000 VOS
VOS
VOS
320
250
GROUND FLOOR PP RL 22.750 VOS GROUND FLOOR PP RL 22.750 VOS
2750 - VOS
2750 - VOS
(HALLWAY)
TERRACE KITCHEN
D3 D4 W11
MIN 1.2m
50mm
GROUND FLOOR RL 20.000 VOS GROUND FLOOR RL 20.000 VOS
POOL RL 19.930 VOS min. RL 20.000 VOS
VOS
VOS
300
300
FINISH
ED GR
OUND
LINE LOWER FLOOR PP RL 19.700 VOS
LOWER FLOOR PP RL 19.700 VOS
(ENCLOSED SUBFLOOR)
2700 - VOS
2700 - VOS
2m SETBACK
BOUNDARY
(DRAINAGE
CAVITY) GARAGE GD1
NATU
RAL G
ROUN
LOWER FLOOR RL 17.000 VOS D LIN
E
RL 16.950 VOS LOWER FLOOR RL 17.000 VOS
SECTION 1
SCALE: 1 : 100
SUSPENDED CEILING TO SPEC
ALL STRUCTURAL MEMBERS TO ENGINEERS DESIGN
AND DETAIL (TED)
TERMITE BARRIERS TO BCA 3.1.3 200 UM
WATERPROOF MEMBRANE TREATMENT AGAINST
TERMITE ATTACK (TERMIMESH OR SIMILAR)
TERRACE PLANTER (TED)
BOUNDARY
WINDOWS AND DOORS TO SPEC GLASS BALUSTRADE TO SPEC (SDD)
6m SETBACK
BULKHEAD TO SPEC (SDD) CONCRETE HOB (TED)
HT LIMIT
8m HEIG
ALL CONCRETE SLABS AND FOOTINGS ON SITE SKYLIGHT TO SPEC (SDD)
TO ENGINEERS DESIGN AND DETAIL (TED)
UPPER FLOOR ROOF RL 25.720 VOS
VOS
250
ALL FILL ON SITE TO
ENGINEERS DETAILS UPPER FLOOR PP RL 25.470 VOS
2400 - MIN
BED 1 ENSUITE
VOS
(TERRACE)
D5 83 1
6m SETBACK
50mm
WD11.0
GROUND FLOOR ROOF RL 23.000 VOS min. RL 23.070 VOS UPPER FLOOR RL 23.070 VOS
VOS
VOS
320
250
GROUND FLOOR PP RL 22.750 VOS GROUND FLOOR PP RL 22.750 VOS
BOUNDARY
2750 - VOS
2750 - VOS
2
WD11.0 (DECK)
LIVING TERRACE (HALLWAY)
BATH
W8 D4 D4 W7 D3 D3 W6 W13
NATURAL GROUND LINE
50mm 50mm 50mm
GROUND FLOOR RL 20.000 VOS min. RL 20.000 VOS min. RL 19.930 VOS min. RL 20.000 VOS GROUND FLOOR RL 20.000 VOS
VOS
VOS
300
300
LOWER FLOOR PP RL 19.700 VOS LOWER FLOOR PP RL 19.700 VOS
(ENCLOSED SUBFLOOR)
2700 - VOS
2700 - VOS
NE
UND LI
ED GRO
FINISH
3 BED 4 BATH LAUNDRY DRYING
W4
E
UND LIN
WD11.0 AL GRO
NATUR
LOWER FLOOR RL 17.000 VOS RL 17.000 VOS RL 17.000 VOS LOWER FLOOR RL 17.000 VOS
FINISHED GROUND LINE
SECTION 2
SCALE: 1 : 100
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: SECTIONS
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD7.0
Page 6
*PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS *THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO
TO BE CONFIRMED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. BEGINNING CONSTRUCTION AND DESIGNER TO BE NOTIFIED. -
NOOSA COUNCIL
APPROVED PLAN
MCU16/0146 6 JUN 1016
WINDOWS AND DOORS TO SPEC
ALL STRUCTURAL MEMBERS TO ENGINEERS DESIGN
CONCRETE HOB (TED) AND DETAIL (TED)
GLASS BALUSTRADE TO SPEC (SDD) SKYLIGHT TO SPEC (SDD)
ALL CONCRETE SLABS AND FOOTINGS ON SITE BULKHEAD TO SPEC (SDD)
TO ENGINEERS DESIGN AND DETAIL (TED)
TERMITE BARRIERS TO BCA 3.1.3 200 UM
ALL FILL ON SITE TO ENGINEERS DETAILS WATERPROOF MEMBRANE TREATMENT AGAINST
TERMITE ATTACK (TERMIMESH OR SIMILAR)
CONCRETE POOL SHELL TO ENGINEERS DESIGN
AND DETAIL (TED) SUSPENDED CEILING TO SPEC
8m HE
IGHT L
IMIT
2m SETBACK
BOUNDARY
GROUND FLOOR ROOF RL 23.000 VOS GROUND FLOOR ROOF RL 23.000 VOS
VOS
VOS
250
250
GROUND FLOOR PP RL 22.750 VOS GROUND FLOOR PP RL 22.750 VOS
2750 - VOS
2750 - VOS
D3 D4 W11 W9 W10
TERRACE KITCHEN
50mm
GROUND FLOOR RL 20.000 VOS RL 19.950 - GROUND FLOOR RL 20.000 VOS
RL 19.930 VOS min.
RL 20.000 VOS
VOS
VOS
300
300
LOWER FLOOR PP RL 19.700 VOS LOWER FLOOR PP RL 19.700 VOS
POOL
2m SETBACK
BOUNDARY
2700 - VOS
2700 - VOS
2000 min
W1
(HALLWAY)
LAUNDRY
NATUR
AL GRO
UND LIN
E
LOWER FLOOR RL 17.000 VOS RL 17.000 VOS RL 17.000 VOS LOWER FLOOR RL 17.000 VOS
FINISH
ED GR
OUND
LINE
SECTION 3
SCALE: 1 : 100
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: SECTIONS
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE: 1 : 100 @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD8.0
Page 7
NOTES:
POOL: 5
POOL TO BE SALT WATER.
FORMED CONCRETE BASE LINED IN MAD BLUE PEBBLES w/ 25% MORE BLACK SKYLIGHT (SDD) WD9.0
TO FULL INTERIOR w/ TILE COPING.
REFER TO ENGINEER'S DRAWINGS FOR DETAIL. TERRACE
SOLAR HEATING REQUIRED - PROVIDE PIPING TO ROOF AREAS. RL 19.930 VOS
PUMP & FILTRATION TO BE AUTOMATED STANDARD CLEANING EQUIPMENT. W6
WATER FEED REQUIRED TO STONE FEATURE WATERFALL. TILES
VER
AUTOMATIC POOL TOP UP VIA PUMP FROM WATER TANK.
FO
LED LIGHTING REQUIRED. REFER TO ELECTRICAL SCHEDULE & PLAN FOR GATE
DETAIL & EXTENT.
ROO
POND: TV/FIRE RECESSED GLASS POOL FENCE (TCR)
W8 W7
OF
FORMED CONCRETE BASE LINED IN MAD BLUE PEBBLES w/ 25% MORE BLACK
E
TO FULL INTERIOR w/ TILE COPING.
LIN
REFER TO ENGINEER'S DRAWINGS FOR DETAIL.
250
WATERFALLS:
STONE CLAD BLOCK COLUMNS TO ENGINEER'S DESIGN. 4 3 2 1
LI
WATER SPOUT TO BE FIXED UNDER TOP STONE. SUPPLY WATER SPOUT w/
ACRYLIC POOL WINDOW (SDD)
NE
APROPRIATE PUMP & PIPING FROM POOL.
OF
RO
WATER SPOUTS:
OF
W5
1880 - VOS
WATER SPOUT TO BE FIXED THROUGH ENTRY COLUMNS 1000mm AFFL.
LAP POOL
OV
SUPPLY WATER SPOUT w/ APROPRIATE PUMP & PIPING FROM POOL.
4
ER
VOLUME = 42.17m³ (approx)
VOID ABOVE WD9.0
*ENSURE ALL POOL FENCING COMPLIES WITH MAX DEPTH = 1.8m
40x40mm VERTICAL TIMBERS
QLD POOL FENCING & SAFETY REGULATIONS w/100mm SPACINGS TO FORM
POOL SAFE BARRIER. MINIMUM
1.2m HIGH FROM FGL.
1.2m
0.9m
0.6m
0.3m
LINE OF VOID OVER
250
7180 - VOS
15175 - VOS 2175 - VOS
POOL PLAN -
SWING GATES w/40x20mm HORIZONTAL TIMBERS SCALE: 1 : 50
w/20mm SPACINGS TO SPEC
NOOSA COUNCIL
WATERLINE
CONCRETE POOL SHELL TO ENGINEERS
DESIGN AND DETAIL (TED)
RECESSED FRAMELESS GLASS POOL FENCE
TO COUNCIL REQUIREMENTS (SDD) APPROVED PLAN
CONCRETE POOL SHELL TO ENGINEERS
WATERLINE POOL COPING TO SPEC (SDD) MCU16/0146 6 JUN 1016 DESIGN AND DETAIL (TED)
ACRYLIC POOL WINDOW TO SPEC ALL FILL ON SITE TO RECESSED FRAMELESS GLASS POOL FENCE
ENGINEERS DETAILS TO COUNCIL REQUIREMENTS (SDD)
W5
ENTRY TERRACE
TERRACE FLOOR RL 19.930 VOS RL 20.000 VOS
RL 19.930 VOS
300
1200 - MAX
LAP POOL
VOLUME = 42.17m³ (approx)
1800 - MAX
LAP POOL MAX DEPTH = 1.8m
VOLUME = 42.17m³ (approx)
MAX DEPTH = 1.8m DRYING
AREA
(AC UNITS)
250 1880 - VOS 250
SECTION 5
SCALE: 1 : 50
SECTION 4 ACRYLIC POOL WINDOW
SCALE: 1 : 50
FRAMELESS GLASS PANELS TO
COPING WITH BUTT JOINT
BE OF EQUAL LENGTH TO A
TOLERANCE OF 1500-1800mm
VIEWING SIZE
1310 - VOS
100 850
100
LED STRIP LIGHTING
BEHIND TILE
10
20 FRAME-
1150
1200
WATER LINE
100mm MAX. LESS
250
SPACING GLASS
DOOR
250 1880 - VOS 250
50
GLASS PANELS RECESSED INTO SLAB, ENSURE NO VISIBLE FIXINGS VIEWING SIZE
POOL COPING DETAIL TYPICAL POOL FENCE DETAIL POOL WINDOW
SCALE: 1 : 10 SCALE: 1 : 50 SCALE: 1 : 50
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: POOL PLAN
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE:As indicated @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD9.0
Page 8
LEGEND -
NOOSA COUNCIL
WALL COLOUR
APPROVED PLAN
PAINT: RESENE 'DOUBLE SISAL BR73-031-078' MCU16/0146 6 JUN 1016
T1 - DA
WALL COLOUR
PAINT: RESENE 'TRIPLE SEA FOG' N87-007-094
WALL COLOUR
PAINT: RESENE 'NAPA Y70-020-082' T1 - DA
T1 - DA
T2 - ST
ACCENT COLOUR
PAINT: RESENE 'DOUBLE ALABASTER N95-004-106'
T1 - SF
T1 - DA DS (BEHIND)
T1 - DA
TIMBER/PLY T1/T3 - SF
STAIN:TBC
T5 - SF
T1 - DA
WALL FINISH LEGEND
T1 - DA
T1 - SCRUB FINE POLYMER RENDER WATERPROOF T1 - DA
T1/T4 - DS
RENDER (ROCKCOTE OR SIMILAR) WITH PAINT FINISH T1 - NA
T4 - DS
T2 - 40x20mm TIMBER BATTENS WITH 20mm SPACING OVER
MARINE GRADE PLYWOOD (STAIN FINISH).
T3 - 120x20mm & 40x20mm TIMBER BATTENS WITH 20mm
SPACINGS (PAINT FINISH) OVER RENDERED WALLS.
T4 - 40x20mm TIMBER BATTENS WITH 20mm SPACING
(PAINT FINISH) OVER RENDERED WALLS.
T5 - 40x20mm TIMBER BATTENS WITH 40mm SPACING
OVER WINDOW SECTION (PAINT FINISH).
T6 - 40x40mm TIMBER BATTENS WITH100mm SPACING
(PAINT FINISH). EAST ELEVATION WEST ELEVATION
T7- TILE CLADDING. SEE FINISHES SCHEDULE FOR SCALE: 1 : 100 SCALE: 1 : 100
STONE TYPE.
NOTES:
FINAL COLOUR SELECTION TO BE
CONFIRMED WITH DESIGNER USING ON
SITE SWATCHES PRIOR TO PAINTING.
T1 - DA
T2 - ST
T1 - DA
T1 - DS
T1 - DA T1 - DA
T1/T3 - SF DS (BEHIND)
T5 - SF
T1 - DA T1 - DA
T7
T1 - DS
T1 - DA T1 - DA
T1 - DA
T6 - DA
T1/T4 - DS
T1 - DA T1 - NA
T1 - DA
T1 - NA T1 - NA
SOUTH ELEVATION NORTH ELEVATION
SCALE: 1 : 100 SCALE: 1 : 100
CLIENT: Graham Hennessy & Sandra Crisp PROJECT: DUNES 25
www.chriscloutdesign.com.au GENERAL NOTES:
Use written dimensions only. DO NOT scale drawings. Contractors SITE ADDRESS: Lot 25 on SP111721 25 Marcus Dune Ct, CASTAWAYS BEACH QLD 4567
PO BOX 135, NOOSAVILLE, QLD 4566 to verify all dimensions on site prior to commencing works. Site
E: [email protected] location in accordance with engineers details. These drawings are to DRAWING TITLE: EXTERNAL COLOURS
P: (07) 54748 107 be read in conjunction with engineers design and details, the
accompanying building specification and schedule of finishes. If in DATE: 17/12/15 SCALE:As indicated @ A2 DRAWN BY: C.CLOUT
F: (07) 54748 108 BSA LICENCE: 1127508
doubt, please request clarification. DO NOT ASSUME.
ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
WD16.0
Page 9
-
NOOSA COUNCIL
APPROVED PLAN
MCU16/0046 6 JUNE 2016
[OCR of page images]
1474510"
18.000
$7°43'00" RL 49.16 REI i ALA oO
35,827 ae ~ “
@ STORMWATER INFILTRATION
CHAMBER TO ENGINEER
DESIGN & OETAIL
Oa Bex
-. 40.768
1474300"
~""' RL 20
MARCUS DUNE CT
$-—— RETAINING WALL (TED)
pryinc = | ‘ ee
EA 7 ‘(ENCLOSED suarcoor)”;
a : ec (Fun) vey POOL ABOVE -” (Fit) aa
w@ (LSesmrmmers, aT ‘. a, ‘ a oe
. BERS w/z0mm SPACINGS TO SPEC (SDD) TOE na . : ell a
SAC UNITS
-
©BOODODOHOOOLALOOO OO®
q
67°43'00"
: te
cic sseesteatetteceesee neers Lot 25 on SP111721 25 MARCUS DUNE CT,
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ot : SITE AREA: 647.425m? :
Planting Schedule
Code Botanical Name Common Name Quantity
GT Xanthorrhoea Grass Tree 1x 300mm NOOSA COUNCIL SE REN E GARDE NS
L Lomandra longifolia Mat Rush 13 x 300mm APPROVED PLAN
P Pandanus Screw Pine 4x_ 100!t MCU16/0046 6 JUNE 2016
Pe lomandra hystrix Green mat-rush 16 x 300mm LANDSCAPING
Cri duncul River Lill
Cc om pe “a jatum a“ Ally 23 x 300mm MAINTENANCE
+ Liriope muscari Lilly Turf 43 x 300mm
WwW Westringia fruticosa Coastal Rosemary 6x 300mm DESIGN
E Elaeocarpus eumundi Eumundii 11 x 300mm Existing vegetation to be retained on the
AC Acronychia Fraser Island Apple 11x 45it Northern boundary line
/ Eastern and Southern path way gardens SPECIALISING IN JAPANESE &
Oo Granite Boulders Wester driveway boundary ORIENTAL GARDENS
, All paths to be made from decomposed granite
Granite Boulders Andrew Sellman 0421 762 448
E//: [email protected]
Used in these records
MCU16/0046 - Approved PlansRelated documentApplication case desk ↗
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