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Approved Plans MCU22-0044
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Log in to see the plans as drawn - COOROY BELLI CREEK ROAD -
DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING
- PINES
PROPERTY
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
359° 09' 25"
DESCRIPTION
32774
LOT: 21 SP308933
ROAD
LOCALITY : COOROY
LOCAL GOV. : NOOSA SHIRE COUNCIL
-
AREA : 38740m²/3.874ha
N
SITE CALCULATIONS
347 ° 0
SITE AREA = 38740m²
97 788
2 ' 25"
GROSS FLOOR AREA = 347.85m²
170° 24'
229413
SITE COVER = >1%
00"
"
50
8'
°1
5
25
37
40
346° 0
499 11
4' 35"
270° 00' 05"
26856
"
50
3'
36
°1
21
39
APPROXIMATE LINE OF DRIVEWAY, EXACT 17
00"
LOCATION TO BE DETERMINED ON SITE WITH
BUILDER. DRIVEWAY TO COMPLY
92581
189° 36'
WITH LOCAL COUNCIL REQUIREMENTS
GENERAL NOTES
1. ALL MATERIALS SHALL BE NEW. 7. PLUMBER AND DRAINER: TO LOCAL PROPOSED
2. FOOTING: TO ENGINEER DETAILS. AUTHORITY REGULATIONS.
FOOTINGS TO HAVE SOLID BOTTOMS
AND EVEN BEARING THROUGHOUT.
8. ELECTRICIAN: TO LOCAL AUTHORITY
REGULATIONS.
GARAGE
3. SLAB: TO ENGINEER DETAILS 9. BRICKLAYER: GALVINISED WALL TIES
UNDERLAY WITH 200mm POLYTHENE 1 ROW AT 2 COURSES ABOVE FLASHING 10
LINE AND 1 ROW IN THE SECOND LAST
00
WATERPROOF MEMBRANE AND ALL 0
PROTRUSIONS. CAST ON 50mm SAND BED JOINT FROM TOP OF WALL AND @ G
500crs. IN BETWEEN ON EACH STUD.
AR
BEDDING ON APPROVED FILL. AG
CONCRETE STRENGTH TO BE 20MPa
AT 28 DAYS. USE TERMITE CONTROL
PROVIDE WEEP HOLES @ 900crs. ALONG
FLASHING. E
W
AL
PROPOSED
AS PER BUILDERS SPECIFICATIONS. 10. ALL WET AREA FLOOR AND SHOWER FLOORS
4. TIMBER FRAMING: ALL FIXINGS AS TO COMPLY WITH B.C.A. SECTION 3.8.1. L
DWELLING
0"
PER CONNECTION DETAILS AND GOOD
39 ' 0
WORKMANSHIP. NOTE : BUILDER TO CHECK AND CONFIRM ALL
7
MEASUREMENTS PRIOR TO COMMENCEMENT
73 89
5. LININGS: AS PER BUILDERS SPECIFICATIONS.
20 0°
6. ROOFING: COLORBOND METAL SHEET OF CONSTRUCTION. DO NOT SCALE DRAWINGS, 31
0
°4
ROOFING OR CONCRETE ROOF TILES
OVER AN APPROVED SARKING MATERIAL
AND FIXED IN ACCORDANCE WITH THE
WRITTEN DIMENSIONS TAKE PRECEDENCE AT
ALL TIMES. STORMWATER THROUGH P.V.C.
PIPE TO LOCAL COUNCIL REGULATIONS.
25 3' 55
06
3 "
C & H FRASER
MANUFACTURERS SPECIFICATIONS.
BUILDER TO ENSURE ALL RELEVANT SEARCHES 31
P
LOT 21 NO.16 PINES ROAD
M
HAVE BEEN CARRIED OUT REGARDING LOCATION 0°4 APPROXIMATE LOCATION
O
NOOSA COUNCIL
OF EASEMENTS, STORMWATER & SEWER PRIOR
32 3' 55 OF WATERTANKS, EXACT COOROY QLD
00
TO CONSTRUCTION. 03 " LOCATION TO BE
0
9
10
DISCUSSED WITH BUILDER
APPROVED PLAN
0"
MCU22/0044 16 JUN 2022 19.11.2021
31 33' 2
SITE PLAN 21
0
°4
37 3' 55
252°
3249
4 Scale: 1 : 1500 Sheet: 2 of 13
0 "
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
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Page 2
DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING
PROPERTY
168.50
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
DESCRIPTION
169.00 LOT: 21 SP308933
LOCALITY : COOROY
LOCAL GOV. : NOOSA SHIRE COUNCIL
52
169.50
AREA : 38740m²/3.874ha
65
10
17
2
N
170.00
APPROXIMATE LINE OF DRIVEWAY, EXACT
LOCATION TO BE DETERMINED ON SITE WITH
0 .5 BUILDER. DRIVEWAY TO COMPLY
17 0 WITH LOCAL COUNCIL REQUIREMENTS
17 1.00
10 SITE CALCULATIONS
00
0
4
SITE AREA = 38740m²
60
10
171.5
0
GROSS FLOOR AREA = 347.85m²
PROPOSED SITE COVER = >1%
"
GARAGE
50
3'
36
°1
PAD LEVEL RL 173.01
21
39
172.5
17
0
173.0
0
173.50
00
97
6
10
26
PROPOSED
65
00
DWELLING
PAD LEVEL RL 173.90
1M HIGH RETAINING
WALLS AS REQUIRED ON NOTE:
SITE TO SPEC.
LEVELS OF PROPERTY HAD NOT BEEN UNDERTAKEN BY A
CERTIFIED SURVEYOR AT TIME OF DOCUMENTATION.
LEVELS OF DWELLING TO BE CONFIRMED ON SITE PRIOR
31 TO CONSTRUCTION.
0
°4
25 3' 55
00
06 "
0
3
10
GENERAL NOTES
1. ALL MATERIALS SHALL BE NEW. 7. PLUMBER AND DRAINER: TO LOCAL
2. FOOTING: TO ENGINEER DETAILS. AUTHORITY REGULATIONS.
FOOTINGS TO HAVE SOLID BOTTOMS 8. ELECTRICIAN: TO LOCAL AUTHORITY
AND EVEN BEARING THROUGHOUT. REGULATIONS.
3. SLAB: TO ENGINEER DETAILS 9. BRICKLAYER: GALVINISED WALL TIES
UNDERLAY WITH 200mm POLYTHENE 1 ROW AT 2 COURSES ABOVE FLASHING
WATERPROOF MEMBRANE AND ALL LINE AND 1 ROW IN THE SECOND LAST APPROXIMATE LOCATION
PROTRUSIONS. CAST ON 50mm SAND BED JOINT FROM TOP OF WALL AND @ OF WATERTANKS, EXACT
BEDDING ON APPROVED FILL. 500crs. IN BETWEEN ON EACH STUD. LOCATION TO BE
PROVIDE WEEP HOLES @ 900crs. ALONG DISCUSSED WITH BUILDER
173.50
CONCRETE STRENGTH TO BE 20MPa
AT 28 DAYS. USE TERMITE CONTROL FLASHING.
AS PER BUILDERS SPECIFICATIONS. 10. ALL WET AREA FLOOR AND SHOWER FLOORS
173.00
4. TIMBER FRAMING: ALL FIXINGS AS TO COMPLY WITH B.C.A. SECTION 3.8.1.
PER CONNECTION DETAILS AND GOOD
WORKMANSHIP. NOTE : BUILDER TO CHECK AND CONFIRM ALL
172.50
5. LININGS: AS PER BUILDERS SPECIFICATIONS. MEASUREMENTS PRIOR TO COMMENCEMENT
6. ROOFING: COLORBOND METAL SHEET OF CONSTRUCTION. DO NOT SCALE DRAWINGS,
C & H FRASER
0
ROOFING OR CONCRETE ROOF TILES WRITTEN DIMENSIONS TAKE PRECEDENCE AT
172.0
OVER AN APPROVED SARKING MATERIAL ALL TIMES. STORMWATER THROUGH P.V.C.
AND FIXED IN ACCORDANCE WITH THE PIPE TO LOCAL COUNCIL REGULATIONS.
.50
MANUFACTURERS SPECIFICATIONS.
171
BUILDER TO ENSURE ALL RELEVANT SEARCHES
HAVE BEEN CARRIED OUT REGARDING LOCATION LOT 21 NO.16 PINES ROAD
NOOSA COUNCIL
OF EASEMENTS, STORMWATER & SEWER PRIOR
TO CONSTRUCTION. COOROY QLD
APPROVED PLAN
SITE PLAN MCU22/0044 16 JUN 2022 19.11.2021
Scale: 1 : 200 Sheet: 3 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 3
LEGEND - INTERNAL
DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME 2400 7737 2366 10567 4590 BC - BROOM CUPBOARD
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING C'BD - CUPBOARD
DP - DOWNPIPE
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS. 90 4010 70 11610 70 90 4590 DW - DISHWASHER PROV.
FW - FLOOR WASTE
GAS - GAS CONNECTION
100
100 4935 1460 70 2480 495 11010 600 1600 4490 100
100 HP - HOT PLATE
HWS - HOT WATER SYSTEM
100 100 L - LINEN
2300 100 2371 100 2371 100 2371 100 2371 100 100 2496 100 100 2370 100 2370 100 2370 100 2370 100 2300 MH - MANHOLE
MW - MICROWAVE PROV.
OHC - OVERHEAD CUPBOARD
PTY - PANTRY
R - ROBE
NOTE: TIMBER PREFERRED REF - REFRIDGERATOR SPACE
UP RH - RANGEHOOD
OPTION FOR DECK BEAMS SH - SHELF
EXPOSED RAFTERS 75x75 SHS CANTILEVERED BEAM OVER TR - TOWEL RAIL
TO DECK TRH - TOILET ROLL HOLDER
POST INSIDE BEAM OVER TO TO ENGINEERS UBO - UNDER-BENCH OVEN
WALL ENGINEERS DESIGN DESIGN WIP-WALK IN PANTRY
SLIDING GLASS WO - WALL OVEN
DP DP DOOR TO SPEC. DP
100
100
100
DP
1800
1205AW
2400
2400
2400
2400
2400
DECK 1600
2800
2950
120
0° 1218FG
0.0 12.18 BFW
5AW
11
600
2/1206DH 2/1809DH SEAT 21.42 SGD BEAM OVER
90
90
70 1200 90
100
100
9255
12.12CMT
STUDY
12.15CMT
7600
7500
KITCHEN
3265
3265
BED 4
BEAM OVER
3330
WIP
2800
FIREPLACE
1460
ENTRY DOOR &
2950
TO SPEC.
SIDELIGHTS TO
800
5200
5200
SPEC.
UBO/CT/RH/OHC
LIVING
70 1200 70
6200
6200
DP DP
DINING
70
3030
DP
100
70
820 820
90
70
100 1400
665
820 w 2/SL
L
12950
ROBE ING )
900 EIL SES
D C US 2/820 2/SL
1730
1700
KE R TR
2118SGD
UP A
R SSO
2151PLD
ARCH OVER TO I
(SC
2865
SPEC.
ENTRY
REF
70 530 90
BC
2130
90
70 1000 90
720
BULKHEAD
ROBE DP
820
OVER
BULKHEAD 1M WIDE FIXED
M/H600x600
6550 GARAGE
CH2740 OVER GLASS PANEL TO
WALK IN SHOWER 2/1020 C/S CH2740 75x75 SHS TAP
90
90
820 820 POST
6370
CH2740
720
LINEN
INSIDE
1810
BREEZEWAY PANEL
WALL
21.30 SW
OVER DOORS TO SPEC.
4570
4750
4750
L
720
3970
BED 3
ROBE
BED 2 MEDIA/ BED 1
3480
3480
3480
3480
3480
BATH
820 C/S
820 C/S
D ENS WIR
70
4080
720
Y
TR FW RUMPUS 1080
1600
CH2740 FW
PDR
TAP TRH
TRH BULKHEAD OVER
90
90
90
90
90
600
600
600
DP DP 1806DH
DP DP DP 1218SW 820 1/2 Glass 1218SW 1212SW 12.15DH ghwu
GAS GAS DP
AC POSITION 90 90
90
21.36 SW
90 6320 90
A
6500 GARAGE 1600
70 70 70 70 8
3500 530 900 650
90 3600 70 1700 70 1500 2520 70 4980 70 2000 90 2080 90 5000 90
13170 5160 9330
27660
0 1 2 3 4 5
C & H FRASER
ALL AREAS
SCALE - 1:100 (A3) LOT 21 NO.16 PINES ROAD
Carport 42.58 m²
Deck 101.44 m²
NOOSA COUNCIL COOROY QLD
House 242.89 m² APPROVED PLAN
FLOOR PLAN Grand total 386.91 m² MCU22/0044 16 JUN 2022 19.11.2021
Scale: 1 : 100 Sheet: 4 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 4
ALL FIXING AND FLASHING TO BE IN STRICT ACCORDANCE WITH THE
MANUFACTURERS DETAILS. WINDOW SIZES SHOWN ARE NOMINAL ONLY
AND ARE TO BE VERIFIED BY THE BUILDER ON SITE.
1.0M HIGH BALUSTRADE TO FEATURE GABLE END SELECT METAL SHEET [email protected]° SELECT METAL SHEET [email protected]°
NCC REQUIREMENTS FRETWORK TO SPEC. ON ENGINEER DESIGNED RAFTERS ON ENGINEER DESIGNED TRUSSES
OVER LIVING/DINING/KITCHEN
ENTRY DOOR &
SIDELIGHTS TO SPEC. SELECT METAL SHEET [email protected]°
ON ENGINEER DESIGNED TRUSSES
600 O/H 600 O/H
600 O/H 600 O/H
600 O/H 600 O/H
12.12CMT 12.12CMT
2740 CEILING
2100 JOINERY
SL SL SL
2740 CEILING
2100 JOINERY
SL
SLIDING GLASS
LEGEND - EXTERNAL DOOR TO SPEC.
BV - BRICK VENEER
BL - BLOCKWORK
CJ - CONTROL JOINT
CO - CUSTOM ORB SHEETING
EL - EZI LAP CLADDING
FC - FIBRE CEMENT SHEETING
SELECT METAL SHEET [email protected]°
ON ENGINEER DESIGNED RAFTERS EAST ELEVATION
HF - HARDIFLEX CLADDING OVER LIVING/DINING/KITCHEN
RH - RENDERED HEBEL PANELS
RBB - RENDERED BLUEBOARD
1 : 100
RB - RENDERED BRICKWORK
RBL - RENDERED BLOCKWORK SELECT METAL SHEET [email protected]° ON SELECT METAL SHEET [email protected]°
RC - RENDERED CLADDING
SA - SCYON AXON ENGINEER DESIGNED RAFTERS ON ENGINEER DESIGNED TRUSSES
SC - STONE CLADDING
SL - SCYON LINEA 450 O/H
SM - SCYON MATRIX PANELING
SS - SCYON STRIA CLADDING
TB - TIMBER PANELLING
VP - VERTICAL PANELLING
WB - HARDIES NEWPORT
WT - WEATHERTEX CLADDING
600 O/H 1M HIGH RETAINING
WALLS AS REQUIRED
ON SITE TO SPEC.
2740 CEILING
2100 JOINERY
SL
1.0M HIGH BALUSTRADE TO 600 O/H
2740 CEILING
NCC REQUIREMENTS 600 O/H
2100 JOINERY
SL RL. 173.010 m
FILL NORTH ELEVATION
1 : 100 C & H FRASER
LOT 21 NO.16 PINES ROAD
FILL
NOOSA COUNCIL COOROY QLD
APPROVED PLAN
ELEVATIONS MCU22/0044 16 JUN 2022 19.11.2021
Scale: 1 : 100 Sheet: 5 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 5
ALL FIXING AND FLASHING TO BE IN STRICT ACCORDANCE WITH THE
MANUFACTURERS DETAILS. WINDOW SIZES SHOWN ARE NOMINAL ONLY
AND ARE TO BE VERIFIED BY THE BUILDER ON SITE.
SELECT METAL SHEET [email protected]°
ON ENGINEER DESIGNED TRUSSES
SELECT METAL SHEET [email protected]°
ON ENGINEER DESIGNED TRUSSES
600 O/H 600 O/H
600 O/H 600 O/H
2740 CEILING
2100 JOINERY
SL
SL ghwu
2740 CEILING
2100 JOINERY
SL
GAS GAS
CUT
CUT
LEGEND - EXTERNAL
WEST ELEVATION BV - BRICK VENEER
BL - BLOCKWORK
SELECT METAL SHEET [email protected]° CJ - CONTROL JOINT
1 : 100 ON ENGINEER DESIGNED RAFTERS CO - CUSTOM ORB SHEETING
EL - EZI LAP CLADDING
OVER LIVING/DINING/KITCHEN FC - FIBRE CEMENT SHEETING
HF - HARDIFLEX CLADDING
RH - RENDERED HEBEL PANELS
RBB - RENDERED BLUEBOARD
RB - RENDERED BRICKWORK
SELECT METAL SHEET [email protected]° SELECT METAL SHEET [email protected]° ON RBL - RENDERED BLOCKWORK
ON ENGINEER DESIGNED TRUSSES ENGINEER DESIGNED RAFTERS RC - RENDERED CLADDING
SA - SCYON AXON
SC - STONE CLADDING
SL - SCYON LINEA
450 O/H SM - SCYON MATRIX PANELING
SS - SCYON STRIA CLADDING
TB - TIMBER PANELLING
VP - VERTICAL PANELLING
600 O/H WB - HARDIES NEWPORT
WT - WEATHERTEX CLADDING
BOUNDARY
2740 CEILING
2100 JOINERY
SL SL
CUT
TAP
SL
1M HIGH RETAINING
WALLS AS REQUIRED
ON SITE TO SPEC. EXPOSED RAFTERS
1.0M HIGH BALUSTRADE TO TO DECK
NCC REQUIREMENTS
SOUTH ELEVATION FILL
1 : 100 C & H FRASER
NGL
LOT 21 NO.16 PINES ROAD
NOOSA COUNCIL COOROY QLD
APPROVED PLAN
ELEVATIONS MCU22/0044 16 JUN 2022 19.11.2021
Scale: 1 : 100 Sheet: 6 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 6
ALL FIXING AND FLASHING TO BE IN STRICT ACCORDANCE WITH THE LEGEND - INTERNAL
BC - BROOM CUPBOARD
MANUFACTURERS DETAILS. WINDOW SIZES SHOWN ARE NOMINAL ONLY C'BD - CUPBOARD
AND ARE TO BE VERIFIED BY THE BUILDER ON SITE. DP - DOWNPIPE
DW - DISHWASHER PROV.
FW - FLOOR WASTE
GAS - GAS CONNECTION
HP - HOT PLATE
HWS - HOT WATER SYSTEM
L - LINEN
MH - MANHOLE
MW - MICROWAVE PROV.
OHC - OVERHEAD CUPBOARD
PTY - PANTRY
R - ROBE
REF - REFRIDGERATOR SPACE
RH - RANGEHOOD
SH - SHELF
TR - TOWEL RAIL
TRH - TOILET ROLL HOLDER
UBO - UNDER-BENCH OVEN
WIP-WALK IN PANTRY
SELECT METAL SHEET [email protected]° WO - WALL OVEN
ON ENGINEER DESIGNED RAFTERS
OVER LIVING/DINING/KITCHEN
LEGEND - EXTERNAL
BV - BRICK VENEER
BL - BLOCKWORK
SELECT METAL SHEET [email protected]° SELECT METAL SHEET [email protected]° CJ - CONTROL JOINT
CO - CUSTOM ORB SHEETING
ON ENGINEER DESIGNED TRUSSES ON ENGINEER DESIGNED TRUSSES EL - EZI LAP CLADDING
FC - FIBRE CEMENT SHEETING
SELECT METAL SHEET [email protected]° ON HF - HARDIFLEX CLADDING
RH - RENDERED HEBEL PANELS
ENGINEER DESIGNED RAFTERS RBB - RENDERED BLUEBOARD
10000 BOUNDARY SETBACK RB - RENDERED BRICKWORK
450 O/H RBL - RENDERED BLOCKWORK
RC - RENDERED CLADDING
SA - SCYON AXON
SC - STONE CLADDING
BOUNDARY
SL - SCYON LINEA
SM - SCYON MATRIX PANELING
SS - SCYON STRIA CLADDING
TB - TIMBER PANELLING
VP - VERTICAL PANELLING
WB - HARDIES NEWPORT
MEDIA/ WT - WEATHERTEX CLADDING
2740 CEILING
2740 CEILING
2400 BULKHEAD
RUMPUS
2100 JOINERY
2160 DECK
LIVING DECK
1000
RL. 174.210 m
RL. 173.900 m FIREPLACE
TO SPEC.
1000
RL. 172.712 m
1M HIGH RETAINING CUT
FILL
WALLS AS REQUIRED RAKED LINED CEILING TO
ON SITE TO SPEC. LIVING/DINING/KITCHEN EXPOSED RAFTERS
TO DECK
CONCRETE BLOCK
RETAINING WALL TO 1.0M HIGH BALUSTRADE TO
ENGINEERS DESIGN NCC REQUIREMENTS
FILL
C & H FRASER
LOT 21 NO.16 PINES ROAD
NOOSA COUNCIL COOROY QLD
APPROVED PLAN
SECTION A MCU22/0044 16 JUN 2022 19.11.2021
Scale: 1 : 100 Sheet: 8 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS