Original source · versioned page text
Attachment 2 - Proposal Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn DRAWING LIST
SHEET No. SHEET NAME PROPOSED
1 COVER SHEET
2 SITE PLAN
RESIDENCE
3 SITE PLAN
4 FLOOR PLAN
5 ELEVATIONS
@
6 ELEVATIONS
7 SLAB LAYOUT LOT 21 NO. 16 PINES
8 SECTION A
9 DETAILS
ROAD, COOROY QLD
10 BRACING for
11 ELECTRICAL PLAN
12 ROOF PLAN
13 NOTES
C & H FRASER
19.11.2021
COVER SHEET Scale: Sheet: 1 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 12 pages
Page 2
- 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
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
31 0" 19.11.2021
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
Page 3
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
OF EASEMENTS, STORMWATER & SEWER PRIOR
TO CONSTRUCTION. COOROY QLD
19.11.2021
SITE PLAN Scale: 1 : 200 Sheet: 3 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 4
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
COOROY QLD
Deck 101.44 m²
House 242.89 m²
19.11.2021
FLOOR PLAN Grand total 386.91 m²
Scale: 1 : 100 Sheet: 4 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.
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
COOROY QLD
19.11.2021
ELEVATIONS Scale: 1 : 100 Sheet: 5 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 6
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
COOROY QLD
19.11.2021
ELEVATIONS Scale: 1 : 100 Sheet: 6 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 7
27660
LEGEND
10137 218 1929 218 10567 4590
- WET AREA LOCATION
90 2315 90 2381 90 2381 90 2381 90 2381 90 2906 90 2380 90 2380 90 2380 90 2380 90 2315 90
- SHOWER LOCATION
FW - FLOOR WASTE 2400 BLOCK 7737 BLOCK 2366 BLOCK 10567 BLOCK 4590 BLOCK
SHR - SHOWER
SINK - KITCHEN SINK 75 2610 75 1310 75 1640 75 1415 75
TUB - LAUNDRY TUB
VB - VANITY BASIN 75x75 SHS POST
WC - TOILET INSIDE EXTERNAL
WALL OVER
BEARER (2 SPAN) BEARER (2 SPAN) BEARER (2 SPAN) BEARER (2 SPAN) BEARER (3 SPAN)
90
DECK JOISTS (SINGLE SPAN @ 450 CRS
2400
2965
POLE PLATE
600 BL
390 SINK
POLE PLATE POLE PLATE
75
BEARER
EDGE JOIST
(SINGLE SPAN)
90
SINK
EDGE JOIST
BEARER (2 SPAN)
8100 3215 SINK
5200 BLOCK
2 DECK JOISTS
2960
POLE PLATE
DECK JOISTS (2 SPAN) @ 450 CRS
5200
5125
(2 SPAN) @
9
POLE PLATE
450 CRS
CONCRETE BLOCK BEARER (2 SPAN)
695
90
BEARER WALL UNDER
12950
(SINGLE SPAN)
1800
1405
UP
POLE PLATE
MAIN SLAB POLE PLATE
75
5160 GARAGE DOOR
PANEL LIFT DOOR RECESS
75x75 SHS
POST INSIDE
6550
EXTERNAL
GARAGE SHOWER
SHR
WALL OVER
4750 BLOCK
90MM CLAD
GRATE
4750
4750
4750
4675
1
3090 SHR
VB
FW VB
9 TUB VB 80 VB
FW
1765 VB
1740 VB
1430 FW
1290 FW
1190 TUB
1290 VB
BATH
445 BATH
WC
640 VB
490 WC
VB
190 WC
695
WC
600
600
90MM CLAD
CONCRETE BLOCK
WALL UNDER
980 SHR
80 VB 1200 FW
3860 TUB 1280 FW/BATH 1530 WC
6500 1600 13170 5160 9330
6500 1600 27660
NOTE:
ALL BEAMS, LINTELS, FLOOR FRAMING, C & H FRASER
TIE-DOWN, SLAB & FOOTINGS TO
ENGINEERS DESIGN LOT 21 NO.16 PINES ROAD
NOTE: COOROY QLD
ALL BRACING TO CHECKED & SIGNED
OFF BY A QUALIFIED ENGINEER.
19.11.2021
SLAB LAYOUT Scale: 1 : 100 Sheet: 7 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 8
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
COOROY QLD
19.11.2021
SECTION A Scale: 1 : 100 Sheet: 8 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 9
R1.0 SARKING TO WALLS
TIMBER FRAME
AS SPEC WALL INSULATION AS PER
BUILDING SPECIFICATION TO
25mm RADIUS TERMITE WALLS TO ACHIEVE R1.5 RATING
25mm STEP PROTECTION
CLADDING AS PER
AS PER SPEC.
SPECIFICATION INSTALLED IN
ACCORDANCE WITH
45
MANUFACTURERS SPEC.
CONCRETER TO ENSURE
WIDTH AS PER NEAT FINISH TO SLAB
SPEC EDGE
2760/4860/5260
SLAB SYSTEM TO ENG.
DESIGN & SPECIFICATIONS
1 - PANEL-LIFT DOOR RECESS 2 - CLAD WALL SLAB EDGE
1 : 20 1 : 10
C & H FRASER
LOT 21 NO.16 PINES ROAD
COOROY QLD
19.11.2021
DETAILS Scale: As indicated Sheet: 9 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 10
DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING BRACING DIRECTION B (HOUSE) - 65.80kN
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
MARK TYPE LENGTH COUNT RESISTANCE
X1 PB 600 2 8
WIND CATEGORY - N3
X2 PB 900 7 40
X3 PB 1200 4 31
BRACING LEGEND : X4 TB 2400 3 11
HARDIBRACE' OR STRUCTURAL PLY BRACING WITHIN
BEAM OVER TO Grand total 90 75x75 SHS CANTILEVERED BEAM OVER
PB ENGINEERS DESIGN POST INSIDE BEAM OVER TO TO ENGINEERS
WALL CAVITY TO MANUF. SPEC. PROVIDE STRUCTURAL
PLY WITH COACH SCREWS FOR CORNER 600 PANELS. WALL ENGINEERS DESIGN DESIGN
6.4 kN/m BEAM OVER BEAM OVER BEAM OVER BEAM OVER BEAM OVER
TB
TECO SPEEDBRACE OR ANGLE BRACE FIXED TO
MANUF. SPECS. 1.5 kN/m
BEAM OVER
BEAM OVER
BEAM OVER
BL
CORE FILLED BLOCK
M12 CYCLONE RODS TO BE AT MAX. 900 crs. X3 X3 X2
AND AT EACH SIDE OF OPENINGS. BEAM OVER
ROOF TO BE BRACED WITH SPEEDBRACE OR Y1 Y1
ANGLE BRACE IN ACCORDANCE WITH TRUSS Y2
Y3
MANUFACTURERS SPECIFICATIONS.
BEAM OVER
BEAM OVER
Y2
Y3
Y2 Y2
W1 W1
Y3
Z1 Y1
X4 Y3
X3 X3
X1 Y2
Y3 X4 X4
75x75 SHS
Z2 POST
Y2 Y2 Y3 INSIDE
Y3 Y3 Y3 WALL
Y4 Y4 Y2
Z2
Y2 Y2
Z2 Y3 Y3 Y3
Z1 Y2
BEAM OVER
W1 W1 X2 X2 X2 X2 X1 X2 X2
NOTE:
BRACING DIRECTION A (CARPORT) - 25.80kN ALL BEAMS, LINTELS, FLOOR FRAMING,
TIE-DOWN, SLAB & FOOTINGS TO
MARK TYPE LENGTH COUNT RESISTANCE BRACING DIRECTION A (HOUSE) - 167.9kN
ENGINEERS DESIGN
Z1 PB 600 2 7.68
Z2 PB 1200 3 23.04 MARK TYPE LENGTH COUNT RESISTANCE NOTE:
ALL BRACING TO CHECKED & SIGNED
Grand total 30.72 Y1 PB 600 3 11.52 OFF BY A QUALIFIED ENGINEER.
FRAMING : N3 Y2 PB 900 11 63.36
Y3 PB 1200 12 92.16
PRE-FAB Y4 TB 2400 2 7.20
BRACING DIRECTION B (CARPORT) - 25.80kN
TRUSSES : PINE ROOF TRUSSES @ 900 CRS
TO MANUF. DESIGN & SPECS. REFER
Grand total 174.24
C & H FRASER
TO CONNECTION DETAILS FOR TIE DOWN MARK TYPE LENGTH COUNT RESISTANCE
DETAILS. ROOF BATTENS FIXED TO TRUSS W1 PB 1200 4 30.72 LOT 21 NO.16 PINES ROAD
AS PER MANUFACTURERS SPECIFICATIONS. COOROY QLD
Grand total 30.72
19.11.2021
BRACING Scale: 1 : 100 Sheet: 10 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 11
ELECTRICAL
LEGEND
CEILING FAN F EXHAUST FAN
SMOKE ALARM
SINGLE FLURO
CEILING FAN /
LIGHT COMBINATION MB METER BOX
HWS HOT WATER SYSTEM
HEAT FAN & LIGHT
SINGLE LIGHT SWITCH
UNLESS OTHERWISE NOTED,
LIGHT POINT LOCATE 1100mm ABOVE FL
DOUBLE LIGHT SWITCH
DOUBLE GPO UNLESS OTHERWISE NOTED,
UNLESS OTHERWISE NOTED, LOCATE 1100mm ABOVE FL
LOCATE 300mm ABOVE FL AND
150mm ABOVE BENCHTOPS 3 GANG LIGHT SWITCH
UNLESS OTHERWISE NOTED,
SINGLE GPO LOCATE 1100mm ABOVE FL
LOCATE TO SUIT APPLIANCE
WP WATER PUMP
TELEPHONE POINT
TELEVISION POINT GHWU - GAS HOT WATER UNIT
UNLESS OTHERWISE NOTED,
LOCATE 300mm ABOVE FL
UP
AC POSITION ghwu
GAS GAS
NEW DWELLINGS AND DWELLINGS BEING SUBSTAINTIALLY RENOVATED
From 1 January 2017
The development approval process for new dwellings and substantial renovations will
ensure that building approvals received on or after this date will bring dwellings into
compliance with the new laws.
Smoke alarms in the dwelling must:
i) be photoelectric (AS 3786-2014); and
ii) not also contain an ionisation sensor; and
iii) be hardwired to the mains power supply with a secondary power source (i.e. battery);
and
iv) be interconnected with every other smoke alarm in the dwelling so all activate
together.
Smoke alarms must be installed on each storey:
i) in each bedroom; and
ii) in hallways which connect bedrooms and the rest of the dwelling; or
iii) if there is no hallway, between the bedrooms and other parts of the storey; and
iv) if there are no bedrooms on a storey at least one smoke alarm must be installed in
C & H FRASER
the most likely path of travel to exit the dwelling.
LOT 21 NO.16 PINES ROAD
COOROY QLD
19.11.2021
ELECTRICAL PLAN Scale: 1 : 100 Sheet: 11 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 12
UP
DP DP
DP DP
600 600
5.00°
5.00°
22.50° 22.50°
DP DP
5.00°
22.50°
5.00°
22.50°
DP DP
600
DP
G
ILIN S)
CE SSE
22.50° K ED R TRU 22.50°
22.50°
UP RA SSO
DP I DP
(SC UP
DP
22.50°
22.50°
22.50°
22.50°
22.50°
22.50° 22.50° 600
600 600
600
22.50°
600
600
600
DP DP DP DP DP DP
C & H FRASER
LOT 21 NO.16 PINES ROAD
COOROY QLD
19.11.2021
ROOF PLAN Scale: 1 : 100 Sheet: 12 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
Page 13
Safe Design of Building & Structures Sustainable Buildings
(As per Code of Practice:Managing
Risks in Construction Work - Work Health
and Safety Act 2011)
C & H FRASER
LOT 21 NO.16 PINES ROAD
COOROY QLD
19.11.2021
NOTES Scale: 1 : 50 Sheet: 13 of 13
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS