PROPOSED MULTIMULTI-UNIT DEVELOPMENT 141 ELEY ROAD, BLACKBURN
Sheet List Sheet Number TP000 TP001 TP002 TP003 TP004 TP005 TP006 TP007 TP008 TP009
Sheet Name COVER PAGE SITE ANALYSIS EXISTING SITE PLAN DESIGN RESPONSE-SITE PLAN AND STREETSCAPE ELEVATION DESIGN RESPONSE-GROUND FLOOR PLAN DESIGN RESPONSE-FIRST FLOOR PLAN ELEVATIONS 1 ELEVATIONS 2 DESIGN RESPONSE-SHADOW DIAGRAMS DESIGN RESPONSE-SHADOW DIAGRAMS
BUS ROU T
735
SUMMER SUN PATH
LOCAL SHOP
WINTER SUN PATH
SUN RISE
LOCALITY MAP NTS
PREVAILING WINDS
SITE ANALYSIS & NEIGHBOURHOOD DESCRIPTION NTS
137 Eley Road
134 Eley Road
139 Eley Road
136 Eley Road
NEIGHBOURHOOD DESCRIPTION: • Local shops along Eley Road are located approx. 100m to the east; • Burwood East Neighbourhood Activity Centre is approx. 500 to the south and Burwood Height Major Activity Centre is approx. 650m to the south-west; • Tram and bus services along Burwood Highway is approx. 500m to the south; • Within 400m walking distance, there are three bus routes (No. 703, 735 & 736) serving the area to various key locations including various activity centres in Blackburn, Bentleigh, Box Hill, trains stations and universities; • Eley Park sport facilities are located approx. 420m to the west, Orchard Grove Reserve is approx. 500 to the north-west and local walking trail is approx. 120m to the south; • Within 1km radius, four primary / high schools are available.
141 Eley Road
138 Eley Road
143 Eley Road
140 Eley Road
145 Eley Road
142Eley Road
1
134
No. 134 SINGLE STOREY BRICK HOUSE
No. 2 SINGLE STOREY BRICK HOUSE
SCALE 1 : 300
EXISTING SITE PLAN
N
W E
S
136
No. 136 SINGLE STOREY BRICK HOUSE
No. 170 SINGLE STOREY BRICK HOUSE
138
No. 138 SINGLE STOREY BRICK HOUSE 5
1.2
SIGN
6
1 11
11
1.5
SIGN 6 11 1 11.32 1.1 7
1.3
9
SIGN
1.3
8
1.6
2
11
1.5
3
3
11 111 1.5 .4 1 2
1.4 1 5 11 1 .4 11 5 .3
11
11
1.5 11 2 1 1.5 11 2 .53
11 111 11 1.58 .59 1.5 7 11
1.6
SIGN
11
SIGN 1.4
1.6
11
6
9
11 1111111 1.6 1.6 .61.6 6 7 87 1.5
0
2
11
1.5
9
4
6
1.6
1.5
11
11
11
1.8
11
2
0
1.9
1.8
0 1.7 0 1.6
11
11
7
1.9
11 1 11 11 .73 1.71 1 011.72 .7 2
1.8
11 11
11
7
3
1.9
2.0
1 9 1 2
11 1 1.711 8 .77 11 1.7 1 11 11 8 1.7 .77 6
GRASS
11
11
8
2.0
1 1111 1.81.8 99 11 1.7 7
11
3
1
2.0
1.9
11
11
1.9
4
11
1.9
11 5
1
KERB
5
2.1
2.0 2
11
11
2.0
1.8 CONCRETE 2
11
11
CONCRETE
9
11
2.5
2
2.5
6
AND
CHANNEL
1
6 11
2.1
2.2
11
11
4
1
2.3
8
6
2
11
2.3
6
11
9
6
11
2.8
6
1
11
11
3.0
5
5
0
2.1
2.2
2.4
11
11
11
11 112.4 2.47 4
CONCRETE
4
2.8
5
1
3
11
2.9
2.9 11
11
7
11 5.6 8
8
3.1
3.0
11
11
4
2.9
3.0
11
11
3.0
TT ER
7
G U
2.9
11
GARDEN
2.9
CAPPED PALINGS
2.8
3.0
11
3
6
11
8
3.0
4
11
3.7 11 2 3.6
11
5
3
11
GRASS
2
1 11
4
3.2
3.2
11
11
1
11
2.3
2.4
1
6
5
2.6
11
4
2.9
11
3.0
0
8
3
2.6
11
2.4
7
4
11
8
6
8
2.7
11
2.6
6 2 1 1
11 2.8
11
11
3.3
2.8
3.0
3.2
2
3.3
3
11
3.2
11
3.4
7
4
11
0
1
3.4
3.6
7
3.5
3.6
11
11
8
3.6
3.6
11
11
11
11
11
11
3
6
2.8
2.6
11
11
11
11
1
3.6
2.44
3.1
11 2.7 4 11 111 2.7 2.6 2.6 11 0 68 2.7 11 0 2.7
3.1
11
2.44
HOLLAND ROAD
2.2
2.9
11
11
26.26
11
2.9
11 5.4 3
11 TT ER
GRASS
G U
11 11 121 2.8 .82 2.8 8 7 11 112.87 2.8 7
2.1 3 112 11 .1 2.1 3 2 11 2.0 2
2.7
4
1
2.8 11
11
1111 22.2.2 66
180^01'
11
1 11 12 2.8 .91 9
2.8
5
3
3.0 111
9
3.3
GRASS
1.1 6 1
11
11
11
CHANNEL
9
11
1.8
UNCLASS PIT
1.4
7
11
5
111111 11.91.9 9.984
2.3
CAPPED PALINGS
11
SIDE ENTRY PIT
11
7
1.6
9
5
CONCRETE CROSSING
1
1.5
11
9
2.0
1 11 11 .9 1.9 11 9 21 11 .8 111 9 .91 2.9
2.8
6
0
2.8
2.9
11
11
5
2.8
11 6.2
11
3.0
11
PALINGS
11
11 5.7 4
3
WATER METER
1.5
11
1.6
11
11
CONCRETE
TELSTRA PIT
11
9
9
11 2.8 11 GU 4 2.7 TT 6 ER 11 5.4 6 11 2 11 2.4 .65 1 1 2 12 12 11 .5111.44 2.2 2.21 172 8 1 .1 1112 6 .1 2.1 5 45
4
3
2.8
2.6
11
11 2.5
1
2.8
GRASS
TELSTRA PIT
11 11 1.4 1.4 1 9
1.5
11
1.7
11
3 2.9
2.9 11
11
11
11
11
E
8
4
3.4
11
0 11
0.05
2.7
1
7
5
0.19 2.8
2.7 11 6 2.7
PALINGS
3
SIGN
11
11 1 11 111.7 1 .76 11 .73 5 1.7 3
1
GRASS
G U
TT ER
11 6.9 3
G U
G U
2.7
9
CONCRETE
11
6
0
2.8
2.9
11
11
2.8
6
11
0 11
RID G
E
12 1.4
0
2.9
8
G U
TT ER
11 7.4 5
GRASS
11 3
CHANNEL
11
CONCRETE
NOT FENCED
2.7
12 0.9
4
1
9 2.8
2.8 11
11
1
11 6.9 4
3
3.1
3.0
11
TT ER
11
G U
G U
TT ER
G U
TT ER
11 9.6 7
11 6.9 5
ADDITIONAL WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
E
WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
KERB2.62 AND
11
11 6.9 5
11 9.6 8
TT ER
TT ER
ELEC PIT
11
11 1 1.111 11 7 .30 1.3
2 11 1.4
11 111.3 1.42
2
2.4
6
RID G
2.9
TT ER
3.0
11
E-1: EXISTING EASEMENT vide LP44799
168 A
APPROX.
9
AND
1.6 1 11 11 2 1.6 .61 1
GRASS SIDE ENTRY PIT
1.6
11
CONCRETE
11
5
2.9
11 3.1 7
GRASS
11
CONCRETE
0
269^57'30" 19.46
4 22 .32 4^ 59 ' 3.05
11 11 1.82.1 8 1
2.1
GRASS
1.7
KERB
3
11
11
CAR PORT
11
5
ELEY ROAD 1.6
1
CONCRETE
11
CONCRETE
2
6
FL
11
G U
2
11
3.2
GRASS
2
1.8
GRASS
GARDEN
1.6
CHANNEL
7970
11 1 11 .57 1.511 61.5
11
11
CAPPED PALINGS
2.9
2.9
UNCLASS PIT
7
E ET
11
11
11
GRATED PIT
1.7
7
SINGLE STOREY BRICK RESIDENCE
3
11 6.1
1
4
6
11
SUBJECT SITE
2.9
E
CONCRETE
11
11
1 11112 11 112 12.9 2.9 .9 2.8 .9 4 05 8 4 11 2.9 0 11 2.9 4
RID G
4
3.0
3.1
GAS METER
11 1111 1.7 1 1.6 11111.7.7 1.7 9 11 1741 7 .7 6.7 9 9
2
4
3
3
11
11
GRATED PIT
2.7
2.7
2.8
2.9 11 2 2.9
0
5
90^00' 22.50
11
R NC CO
11
11
11
2.9 11 2 2.9
No: 141
No. 141 Existing Building FL -113.17 11
3.0
3.2
HR WIN GND
11
5
4
DEN GAR
7
2.7
2.9
0
11 3.1 5
2.9
FL
11
11
11
GARDEN
1.8
11
11
2
3
5
GRASS
11
3
0
2.9
3.4
GRASS
E-1
1
2.7
2.8
2.9
3.0
11
11
GARDEN
1.8
11
9
11
4 TT ER 11 5.6 4 11 2.9 5
3 GU
11 112 2.8 .8 8 6
3.0
11
0
6
HR WIN 1ST
11
6
5
2.7
2.8
11
11
11
4
41 1
3.1
3.3
HR WIN GND
2
2.7
0
11
2.8
2.8
2.9
11
11
11 9.6 7
HR WIN 1ST
1.7
6
9
11
3 11
GRASS
2.5
2.7
2.8
2.9
11
GRATED PIT
11
11
11
11
5
0
GRATED PIT
HR WIN 1ST HR WIN / DOOR GND HR WIN 1ST
11 11 2.0 2.2 2 5
0
11
4
2.9
3.2
655 m`
HR WIN 1ST
9
112
9
BRICK RETAINING WALL 1.9
2.8
2
7
11
11
GARDEN
GRATED PIT
11
11
2.8
9
7
CONCRETE
0
4
11
3.0
3.2
GRASS
2.7
4
11
11
0.16
1.9
11 11 2.1 2.5 2 0
11
2.8
11 2.9
5
TT ER
RID G
No: 1/168
11
SIGN
9
11 2.9 11 11 2 2 2 2.8 .85 .88 1121 .912.8 3 0
3.2
PALINGS
11
2
1
2.8
11
8
11 3.1
PALINGS HR WIN GND
7
2.0
2.7
11
11
GRASS
11
6
11
3
1
G U
11 6.9 6
9
HR WIN 1ST
1.7
GRASS
2.8
GRASS 11
3.1
11 3
11
HR WIN
HR WIN 1ST
11
SIGN 2.0
11
11 1 13 3.1 11 .108 3.0 5
TT ER
WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
11 1 1.8 11.9 5 4
11
CONCRETE 11 112 2.1 .6 5 4
8
6
HR WIN
2.8
0
2.9
6.76 ER 11 GU TT
2.9 11 2.9
11
HR WIN
11
GARDEN
HR WIN
11
3.0 11 0 2.9 2
11
HR WIN / DOOR
0
0.08 2
SINGLE STOREY BRICK RESIDENCE
11112 2.2.8 00 11 2.8
HR WIN / DOOR
0
11 6.7 4
ROLLER DOOR
2.0
2.1
HR WIN
29.34
11 6.7 3
HR WIN
SINGLE STOREY DOUBLE STOREY BRICK RESIDENCE
1.7
AND 11
No: 139
No. 139 SINGLE STOREY BRICK HOUSE 0^01'
TT ER
TT ER
PRIVATE OPEN SPACE
11
9
GRASS 2.0
PALINGS
G U
G U
G U
12 0.6
HR WIN GND
HR WIN 1ST ROLLER DOOR
11
KERB
S.POS
1 11 11111 1.7 .751.7 151 4 11 .7 3 1.7 2
CONCRETE 9
BRICK RETAINING WALL 2.1
APPROX.
6320
HR WIN
91 1
5
HR WIN / HR WIN DOOR GND GND HR WIN GND
1.9
11
2.1
11 9.6 5
E
HR WIN 1ST
11
0
11
TT ER
RID G
HR WIN 1ST
1
2.1
7
G U
DOUBLE STOREY BRICK RESIDENCE
1.9
11
2.0
11 6.7 7
11 9.6 5
1
No. 3 SINGLE STOREY BRICK HOUSE
11
9
11
TT ER
12 0.6
HR WIN 1ST
1.9
5
G U
HR WIN 1ST
11
1.9
No. 137 DOUBLE STOREY BRICK HOUSE HR WIN 1ST HR WIN 1ST
1
7
11 6.7 9
TT ER
E
S.POS
1.9
1.8
TT ER
G U
RID G
No: 2/168
11
11
11
G U
No. 135 SINGLE STOREY BRICK HOUSE 11 6.7 8
No. 1 SINGLE STOREY BRICK HOUSE
TE CR E CON
TP002
No. 133 SINGLE STOREY BRICK HOUSE TT ER
No. 131 SINGLE STOREY RENDER FINISH HOUSE
G U
LEGEND
No. 164 SINGLE STOREY BRICK HOUSE No. 169 SINGLE STOREY BRICK HOUSE
No. 166 SINGLE STOREY BRICK HOUSE
SIGN
SIDE ENTRY PIT
140
No. 140 SINGLE STOREY BRICK HOUSE
No. 6 DOUBLE STOREY BRICK HOUSE
No. 171 DOUBLE STOREY BRICK AND RENDER HOUSE
No. 4 SINGLE STOREY BRICK HOUSE
No. 168 DOUBLE STOREY BRICK HOUSE
No. 173 SINGLE STOREY BRICK HOUSE No. 2 DOUBLE STOREY BRICK HOUSE
CONCRETE CROSSING
No. 143 SINGLE STOREY BRICK AND RENDER HOUSE
No. 145 SINGLE STOREY BRICK HOUSE
142
No. 142 SINGLE STOREY BRICK HOUSE
No. 147 SINGLE STOREY BRICK HOUSE
No. 144 SINGLE STOREY BRICK HOUSE
No. 149 SINGLE STOREY BRICK HOUSE
143 143
3.05 TBM: RIVET IN PATH RL 111.72 AHD
Eley Road
144
No. 146 SINGLE STOREY W/B HOUSE
HAB. W - HABITABLE WINDOW
W - NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB - OBSCURED FROSTED GLASS
MB - ELECTRICAL METER BOX
MAIL - MAIL BOX
GAS - GAS METER
BINS - ALLOCATED BIN PLACEMENT
POS - PRIVATE OPEN SPACE
T#
T#
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
LEGEND
5 6. 9 11 UT TE R
11 2
.7 0 11
2 KERB.62
AND
11 2
.9 8
CHANNEL
GRASS
.3 6 11 2
11 2
3668
HOLLAND ROAD
2362
.4 8 11 2 .4 5
.6 1
11 2
GRASS
4732
.1 5
11 2
.3 6
11 2
.2 5 11 2
.4 0 11 2
.2 2
11 2 11 2
.1 6 11 2
.2 1
CHANNEL
11 2
AND KERB
.0 5
1.8 CONCRETE 2
.0 2 11 2
.9 5
11 1
11
.9 4 11 1
.0 3
.9 1 11 1
1111 1.8 1.8 99 11 1.7 7
.0 1
11 2
11 2
5000
.1 1 11 2
11 2
11 11 1.7 81.7 11 7 1.7 1 11 11 8 1.7 .77 6
.9 9 11 1 .9 7
GRASS
11
2
2.0 8
6200
.1 1 3 12 11 .1 2.1 3 2 11 2.0 2
.3 8
GRASS
26.26
180^01'
CONCRETE EX:CONCRETE
1.91 8 9.94
11 1
.6 2 11 1
.6 4
11 1 11 1 .73 1.711 101 .7 1.72 2 11 1.5 6
11 1
.8 7 11 1
.5 9
.9 2
11 1
.5 3 11 1.5 11 2 1 1.5 11 2
11 111 11 1.58 .59 1.5 7 11
.5 6 11 1
11 11 11111 1.6 1.6 .61.6 6 7 87
1.6 9
.8 0
SIGN
.6 7 .5 9
.5 7
11 1
.6 9 11 1 11 1
11 1
.7 9
11 1
11 1 11 111.7 1 .76 11 .73 5 11 1.7 1.6 3 2
.7 11 9 1 .7 9
TBM: RIVET IN PATH RL 111.72 AHD
.4 11 5 11 .4 11 5 .3 3
11 111 1.5 .4 1 2 .5 3
11 1
11 1 .6 2
.5 9
11 1
W
E S
.7 0
11 1
.3 6 11 1 11 .32 1.1 7
11 1
.5 1
SIGN
11 1
11 11 1.4 1.4 1 9
11 1.6 1 11 11 2 1.6 .61 1
11 1
SIGN
.6 8 11 1
11 1 11 .26 1.1 1
.3 1 11 1
.4 6
SIGN
11 1
.4 3
11 1 11 .57 1.511 6 1.5 9
11 1
.6 2
Eley Road
.4 9
11 1
SIGN
11 1 11 1.111 7 .30 1.3 5
N
143
11 1
11 1
.8 0 11 1.7 0
.8 0
11 1
ENTRY SIDESIDE ENTRY PIT PIT
11 1
3.05
1 11 11 .9 1.9 11 9 21 11 .8 111 9 .91 2.9 5
.0 9
UNCLASS PIT
11 111.3 2 1.4 2 11 1
DESIGN RESPONSE-SITE PLAN
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
CONCRETE
.7 9 11 2 .7 1 11 2 .7 0 .6 7
CONCRETE 1 1112.4 2.4 7 4 1 EX:CAPPED PALINGS 11111 11 1 .9
CAPPED PALINGS
.3 3
11 2 11 2
No. 145 SINGLE STOREY BRICK HOUSE
11 1 .7 9 11 1
1 11 11111 1.7 .75.7 115 4 1.7 11 3 1.7 2
138
SCALE 1 : 200
- MAIL BOX
655 m²
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
120 m² 34 m² 3 m² 104 m² 261 m²
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
95 m² 122 m²
TOTAL POS(sqm)
217m²
UNIT 2 (NO.OF CAR = 1)
SIGN 11 1
1 TP003
136
.8 1
.8 9 11 2
11 3 .8 6
11 2 .8 6 11 2 11 2 .6 6 11 2
CAPPED PALINGS
11 2
1111 22.2.2 66
.5 6 11 2 .5 2 11 2
.8 G 4 11 112 UT 2.6 .7 TE 6 R 3 11 5. 46 1 11 12.6 2.4 5 2 11 112 2 11 .5111.44 2.2 2.21 172 8 .1 11112 6 .1 2.1 554 .5 9
1.8M HIGH TIMBER BATTEN FENCE
CHANNEL
.6 5
ELEY ROAD
134
- ELECTRICAL METER BOX
11 2
.0 3
.1 1 11 3
11 3 CONCRETE
NOT FENCED .9 0
11 2
11 2
1 .7 12 6 .7 7
.6 8
11 2
0.19
.8 5 11 2
.8 6 11 2
11 2
.8 3
.9 6 11 2 .7 4 11 2
.8 4 11 2 .8 4
11 2
KERB
AND
1111 1111.7.7 .6 11.7 1741 7 6.7 9
11 1
.7 2 11 1
.7 7 11 1
.8 5
.7 7
.8 1 11 1
.9 0 11 1
.9 4 11 1
11 1
.0 2 11 2
GRASS
3479
11 1
SIDE ENTRY PIT .8 1
11 1
11 1
.9 9
.8 7
CONCRETE
CONCRETE
CHANNEL
No. 143 SINGLE STOREY BRICK AND RENDER HOUSE
EX:BRICK RETAINING3.05 WALL
269^57'30" 19.46 18030
.0 0
SIDE ENTRY PIT
11 11 1.82.1 8 1
11 11 2.0 2.2 2 5
11 11 2.1 2.5 2 0 .0 6
4 22 .32 4^ 59 '
.1 5 11 2
11 2
CAPPED PALINGS
11 1
.9 1 11 1
.9 1 11 1
11 2 .8 5 11 2
GRASS
11 2
.7 4
GRASS
11 2
.0 9
PROPOSED GRASS CONCRETE SIGN 112 CROSSING
.9 91 12
11 1
.9 9 11 1
11 1 .8 7
11 2
11 2 .5 6 11 2
.7 9 11 2
.8 0 11 2
.8 9
PROPOSED PAVING
.7 1
11 2 11 2
11 2
11 2
.9 5
SIGN
11 1
11 2
11 2 .8 5 11 2 .9 1 11 2 .7 9 .7 6
11 2
.4 1
11 2
.8 4 11 2
PROPOSED BRICK RETAINING WALL
.8 3
11 2
CONCRETE
.1 0
.1 0
1000
GRASS
3479
11 2
.8 0
11 2
.8 5
.8 4 .8 1 3 12
11 2
11 2
6850
11 2
.8 8
CONCRETE .0 7
3
.9 1
11112 2.8 .91 9 .8 6
.9 0
11 2
11 2
.9 41 12 .9 11 2 2.9 4 11 2 .8 2
11 2
.9 0 .9 11 2 11 2 .8 2
1111 2.22.8 00 11 2
.1 9 11 2
.1 5 11 2
PROPOSED SLIDING GATE
BRICK RETAINING WALL
AND
CONCRETE REINSTATED CROSSING NATURE STRIP
PROPOSED FENCE & GATE
.8 3
11 2 .0 11 0 2.9 2
11 3
GRASS PROPOSED
0.08
11 2
5. 4 11
11 2
G .8 1
11 3
.0 1
11 2
.1 0 .2 0 11 3
.2 5 11 3
495 6355
PROPOSED GATE
DRIVEWAY
KERB
GRASS
CONCRETE
.9 6
T 14 PZ PALINGS EX: PALINGS00
9 6. 7 11 UT TE R G
UT TE R
FL .9 3 11 2
.3 6 11 3
11 3
GRATED PIT
Proposed Residential UNIT 1
GARDEN
UT TE R G
FIRST FLOOR WALL ALIGNMENT
GRASS
TREE 7
MB
UNIT 1 (NO.OF CAR = 2)
SIGN
PROPOSED FENCE
17 11 3.
.0 0 11 3
.4 5
11 3
6. 7 11
PROPOSED PAVING
- OBSCURED FROSTED GLASS
TOTAL SITE AREA(sqm) :
3950
GROUND FLOOR WALL ALIGNMENT
Z TP 00 7 1 TREE 6
HR WIN
CONCRETE
.7 4 11 11 2.7 122.6 .6 11 0 68 2.7 11 0 2.7 1
11 2
.1 1 11 3
11 3
Proposed Residential UNIT 2
6.76 E R 11 GUTT
HR WIN
BRICK RETAINING WALL
PRO.CONCRETE CROSSING
GRASS PROPOSED DRIVEWAY
GRASS
OB
AREA ANALYSIS
TELSTRA PIT
WATER METER
FIRST FLOOR WALL ALIGNMENT
GROUND FLOOR WALL ALIGNMENT
HR WIN
HR WIN / DOOR
2.44
11 3
.9 0
PROPOSED FENCE & GATE
11 3
8
11690
0^01'
SINGLE STOREY BRICK RESIDENCE
GARDEN
HR WIN
TELSTRA PIT
.8 2 1 12
.0 8 11 3
.0 4
GARDEN
.2 7
No. 137 DOUBLE STOREY BRICK HOUSE
29.34
No. 139 SINGLE STOREY BRICK HOUSE No: 139
- 2000L RAIN WATER TANK
4 5 6. 9 11 11 3
.2 3 11 3 .2 1
11 3
.2 4 11 3
.2 2
.3 3 11 3
11 3
.4 0 11 3
.6 1 11 3
.3 4
E-1
5400
PROPOSED FENCE
RWT
6. 9 11 UT TE R G 5 UT TE R G
G 3 6. 9 11 UT TE R G .4 6
11 3
.5 7 11 3
.6 11 4 3.6 7
.3 3 .2 2 11 3
G
UT TE R
11
6. 7
4
11 3
.2 5
11 3
.1 6
HR WIN
.0 PROPOSED BRICK RETAINING WALL 4
.7 11 2 3.6 5
11 3
11 3 .4 3 11 3
8410
6. 7 11 UT TE R G
HR WIN
GRASS
- NON HABITABLE WINDOW
No. 173 SINGLE STOREY BRICK HOUSE
CONCRETE EX.CONCRETE CROSSING CROSSING
PALINGS EX: PALINGS
GRASS
GARDEN
PALINGS EX: PALINGS
0.16
HR WIN / DOOR
GARDEN
SEWER DRAIN LOCATION
3
HR WIN
No. 135 SINGLE STOREY BRICK HOUSE
ELEC PIT
3950
0.05 11 3
.6 2
2.44
11 3
11 3
.6 8
1680
G
UT TE R
11
6. 7
7
2362
G
PRIVATE OPEN SPACE
90^00' 22.50
PALINGS EX: PALINGS
PALINGS
W
T#
7. 4 UT TE R 8 9. 6 11
11
G
11 UT TE R G
5 9. 6 11 UT TE R
11510 1450 E-1: EXISTING EASEMENT vide LP44799
G 5 9. 6 11
HR WIN GND
HR WIN GND
9. 6
7
HR WIN GND
5599
ROLLER DOOR
UT TE R
HR WIN 1ST
UT TE R
6
6. 9
HR WIN 1ST
HR WIN 1ST
11
HR WIN 1ST
WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
- HABITABLE WINDOW
T#
G
12 1.4
HR WIN 1ST
E
HR WIN / HR WIN DOOR GND GND HR WIN GND
HR WIN 1ST HR WIN / DOOR GND HR WIN 1ST
0
HR WIN 1ST
G
7 11 UT TE R G
SINGLE STOREY
G R ID R ID
G
E
12 0.6
1
HR WIN 1ST HR WIN 1ST
No. 168 DOUBLE STOREY BRICK HOUSE
HR WIN 1ST
DOUBLE STOREY BRICK RESIDENCE
UT TE R
9
HR WIN 1ST
12 0.6
9. 6
HR WIN GND
HR WIN 1ST
E
DOUBLE STOREY BRICK RESIDENCE
No: 1/168
G
R ID
G
HR WIN 1ST
ROLLER DOOR
R ID
E
No: 2/168
WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
12 0.9
4
ADDITIONAL WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
No. 3 SINGLE STOREY BRICK HOUSE
HAB. W
140
142
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
79 m² 24 m² 3 m² 81 m² 187 m²
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
75 m² 60 m²
TOTAL POS(sqm)
135 m²
BUILDING SITE COVERAGE :
263 m² / 40.15%
GARDEN AREA (sqm) :
274 m²/41.83%
PERMEABLE AREA (sqm) :
284 m²/43.36%
VEHICLES COMMON HARD AREA(sqm) :
43 m²
AREA ANALYSIS TOTAL SITE AREA(sqm) :
Grass
655 m²
UNIT 1 (NO.OF CAR = 2)
4008
22509
EX.CONCRETE CROSSING A CORNER SPLAY OR AREA AT LEAST 50 PER CENT CLEAR OF VISUAL OBSTRUCTIONS EXTENDING AT LEAST 2 METRES ALONG FRONTAGE BOUNDARY FROM THE EDGE OF THE EXIT LANE AND 2.5 METRES ALONG THE EXIT LANE WITHIN THE SITE, TO PROVIDE A CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH ALONG FRONTAGE.
PROPOSED PEBBLES PAVING
SEWER DRAIN LOCATION
CL
Family
3.5 x 5.1
Wir 2.2 x 2.2
3498
3.9 x 3.4
Ens
3480T11 Gate
MB
Porch 1.5 X 2.0
T9
T13
Entry
T10
2.2 x 2.2
PROPOSED PALING FENCE 1.8m H
7350
SRZ
1500
PROPOSED DRIVEWAY
PROPOSED BRICK RETAINING WALL
Grass GB
LETTER BOX
BOUNDARY 269°57' 19.46m
Sign
GB
EX:BRICK RETAINING WALL
T1
15 00
CONCRETE KERB AND CHANNEL NEW 3.0m WIDE CONCRETE CROSSOVER TO COUNCIL DETAIL.THE EDGES OFTHE CROSSOVER ANGLED AT 60°TO THE EDGE OF THE ROAD FOR THE FIRST 3.0m FROM THE EDGE OF THE READ
TP004
SCALE 1 : 100
N
W
E S
10762
EX; CONCRETE
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
75 m² 60 m²
TOTAL POS(sqm)
135 m²
BUILDING SITE COVERAGE :
263 m² / 40.15%
GARDEN AREA (sqm) :
274 m²/41.83%
PERMEABLE AREA (sqm) :
284 m²/43.36%
VEHICLES COMMON HARD AREA(sqm) :
43 m²
HAB. W
- HABITABLE WINDOW
W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
DP
- DOWN PIPE. COLOURBOND STEEL DOWNPIPE.
TREE 1 EXISTING TREE TO BE RETAINED TREE IDENTIFICATION NUMBER MENTIONED IN THE ARBORIST'S REPORT STRUCTURAL ROOT ZONE TREE PROTECTION ZONE Grass
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
- PROPOSED NEW CANOPY TREE
SIDE ENTRY PIT
T12
PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING) PROPOSED LAWN AREA SELECTED TILED AREAS
3479
TPZ SRZ
Grass
CONCRETE KERB AND CHANNEL
DESIGN RESPONSE-GROUND FLOOR PLAN
79 m² 24 m² 3 m² 81 m² 187 m²
PRO.METAL DOOR
18030
Sign
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
BO UN DA RY
Grass
GB
Grass
1000
217m²
Grass TPZ
6355
6850
PROPOSED BRICK RETAINING WALL
3000
TOTAL POS(sqm)
PROPOSED PAVING
PROPOSED SLIDING GATE
Grass
SRZ
4.3 x 4.5
Gate
PROPOSED CONCRETE CROSSING
TPZ
Study Guest Room
T8
GB
95 m² 122 m²
LEGEND 1.8M HIGH TIMBER BATTEN FENCE
REINSTATED NATURE STRIP
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
22 4° 59 '4 .32 m
6000
UP
15 00
Grass
5000
3.9 x 3.0
GB
TPZ SRZ
11125
2.2 x 1.0
Grass PRIVATE OPEN SPACE 52m2
P'm
Kitchen
GB
PROPOSED NEW CANOPY TREE
LETTER BOX
6200
FL -113.05
WATER METER
T2 BOUNDARY 180°01' 26.26m
7.5 x 4.2
Grass
EX: PALINGS
5650
NEW 3.0m WIDE CONCRETE CROSSOVER TO COUNCIL DETAIL.THE EDGES OFTHE CROSSOVER ANGLED AT 60°TO THE EDGE OF THE ROAD FOR THE FIRST 3.0m FROM THE EDGE OF THE READ
CAR SPACE 2.6m x 4.9m
EX:CONCRETE
Family
FFL 113.05
3950
6200
DECKING
5500
5.5 x 6.0
Grass
T3 2450
T3
CL
Double Garage
EX: BRICK RETAINING WALL
Grass
PROPOSED PALING FENCE 1.8m H
DP
WATER METER
1
SRZ
UNIT 1 AREA: 160M2
FFL 112.96
T7
3630 3.3 x 2.9
PRO.CONCRETE CROSSING
TPZ
EX:CAPPED PALINGS
2500L RWT
2.2 x 2.0
1400
17 00
Study
1.8 x 1.8
1.5 x 0.9
L'dry
BINS
BOUNDARY 0°01 29.34m
11690 A CORNER SPLAY OR AREA AT LEAST 50 PER CENT CLEAR OF VISUAL OBSTRUCTIONS EXTENDING AT LEAST 2 METRES ALONG FRONTAGE BOUNDARY FROM THE EDGE OF THE EXIT LANE AND 2.5 METRES ALONG THE EXIT LANE WITHIN THE SITE, TO PROVIDE A CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH ALONG FRONTAGE.
TPZ
L'dry
3.2 x 3.0
PROPOSED PAVING
6355
6320
495
SRZ
Kitchen
Dining
6m3 STORAGE
T6
1.5 x 2.0
Pwd
5600
SRZ
Porch
UP
2500L RWT
PRIVATE OPEN SPACE 46M2 R.L 113.01 GB
T5
FL - 113.20
2.4 x 4.2
EX: CAPPED PALINGS
DECKING
Dining
1500
PROPOSED NEW Grass 8890 CANOPY TREE
1195
UNIT 2 AREA:106M2
1500
T4
MB
6120
4200
SRZ
PROPOSED DRIVEWAY
FIRST FLOOR WALL OUTERLINE
PROPOSED PALING TPZ FENCE 1.8m H
FFL 113.10
FFL 113.20
Grass
Single Garage 6.0 x 3.6
PROPOSED BRICK RETAINING WALL
GB
4.8 x 3.6
6m3 STORAGE
PRIVATE OPEN SPACE 60m2 10720 R.L 113.13
1195
TPZ
Grass
5400
120 m² 34 m² 3 m² 104 m² 261 m²
UNIT 2 (NO.OF CAR = 1)
Grass
FIRST FLOOR WALL OUTLINE
Grass 3340 EX: PALINGS
10772
5600
BINS
GB
3000
SCREEN PLANTING
PROPOSED STONE PAVING
EX: PALINGS
Gate
Grass
GB
PROPOSED PALING FENCE 1.8m H
BOUNDARY 90°00' 220.50m
EX: PALINGS
2440
2440
E-1 EXISTING EASEMENT LINE
CONCRETE KERB AND CHANNEL
4880
7970
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
BINS RWT
PEBBLE PAVE PERMEABLE PAVING, (SEE DETAILS) ENSURE NO EXCAVATION OCCURS WITHIN THE TPZ OF TREES 17 AND 18 PROPOSED COUNCIL RUBBISH AND RECYCLE BINS
PROPOSED 2500L WATERTANK PROPOSED DECKING AREA
2. 81
2. 89
CHANNEL
2. 98
2
KERB.62 AND
11
ELEC PIT
HR WIN GND
11
GRASS
11
CONCRETE
HR WIN GND
2. 79
HR WIN / HR WIN DOOR GND GND HR WIN GND
HR WIN GND
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
DP
- DOWN PIPE. COLOURBOND STEEL DOWNPIPE.
TREE 1 EXISTING TREE TO BE RETAINED TREE IDENTIFICATION NUMBER MENTIONED IN THE ARBORIST'S REPORT STRUCTURAL ROOT ZONE TREE PROTECTION ZONE
11 2. 70
TELSTRA PIT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
11
2. 67
2. 48
11
2. 82 11 2. 68
TELSTRA PIT 2. 36 11
GRASS
760
11
2. 74 11 11 2. 122.6 70 .68 11 2. 11 70 2. 71
11
11
2. 45
2. 83
11
11
2. 86 11
2.44
11
11
2. 90
3. 04
3. 22
GARDEN
15° FALL
11
3208
3. 24
11
11
3. 40 11
2447
- PROPOSED NEW CANOPY TREE
2823
3.3 x 3.0
2.6 x 2.7
Bath
1.2 x 1.6
2. 36
P'm 4035
BRICK RETAINING WALL
2. 22
11
11
KERB 11
1. CONC 82RETE
11 1. 94 11 1. 91 11
1. 77 11
1.11 781. 1177 1 11 .78 11 1 1. .77 76
11 1. 62 11
KERB
AND
CHANNEL
DESIGN RESPONSE-FIRST FLOOR PLAN SCALE 1 : 100
N
W
E S
1. 59 11
1. 1152 1 1. 11 52 .5 3
1. 69 11 5 111 1 .4 11 5 .3 3
CONCRETE
1. 57
.5 3
1 TP005
11
1. 64 11 11 111 11 1.58 .59 1. 57
1. 56 11
11 1. 70
1. 56 11
1. 59
11
1. 67 11
1. 69 11
11
1. 77 11
TBM: RIVET IN PATH RL 111.72 AHD
11
11
1. 77
1. 72
11
11
1. 90
1. 81
GRASS
11 1. 94 1. 85
11 11
1. 99 11
112
SIGN
11 111 1. .4 51 2
CHANNEL
SIGN 11
2. 09
AND
11
1. 91 11
KERB
1. 91
11
11
1. 99
1. 95 11 1. 87 11
CONCRETE
GRASS
2. 00
2. 02
11
1. 81
SIDE ENTRY PIT SIGN
SIDE ENTRY PIT
CONCRETE 2866
3929
11
5580
1. 79
BOUNDARY 269°57' 19.46m
11 1 11 111.7 1 .76 11 .73 5 11 1. 1. 73 62
3640
11
CONCRETE
11 11 1. 1 11 1. 79 1 67 111.7.174 1. 716. 79 79
CONCRETE
GRASS
1. 95
11 2. 03
11
2. 01 11
11 1111111 1. 1. .16.6 66 67 8 7
11
BO UN DA RY 11 11 1. 2.1 88 1
11 11 2. 2.2 02 5
11 11 2. 2.5 12 0
11112 2. .8 20 0 11 2
CAPPED PALINGS
265 m² 185 m²
UNIT 1
GRASS 1. 80 11
1 11 1 .73 1.111 701 .72 1. 72
11
1. 87 1. 80
11
1 11 11 1. .99 92
2. 09
22 4° 59 '4 .32 m 11
2. 15 11
2. 71 11 .8 2
0.08 BRICK RETAINING WALL
2. 13 11 11 2. 2 13 .1 2 11 2. 02
GRASS 2. 16 2. 05 11
11
8275 2. 74 11
2. 89 11
11
2. 83
11
2. 80
11
6435
2. 84
8035
2. 92 11
UNCLASS PIT
655 m²
VEHICLES COMMOM HARD AREA(sqm) : 47 m² 330 m² PERVIOUS SURFACE AREA (sqm) : 50.4% PERMIABILITY(%) : 265 m² / 40.45% SITE COVERAGE :
11 2
1840
11
11
SIDE ENTRY PIT
CONCRETE
2 2. .65 1 42 11 1 2 11 2.5111.44 2. 2. 28 27
11
CAPPED PALINGS
2. 79
11
3. 03
1° FALL
4.5 x 3.4
2. 85
11
2. 59
Bed 2
SITE AREA(sq) : BUILDING AREA(sqm) : GROUND FLOOR AREA(sqm) : UPPER FLOOR AREA(sqm) :
11
PALINGS
2. 911 12
2. 84
.9 0
1600
15° FALL
Robe
HR WIN
11
1.4 x 1.6
2. 2.7 6 63
2.2 x 2.7
11
P'm
11
Ens
Bed 1 3.5 x 5.1
2. 91
1° FALL
DN
11
15° FALL
300 mm WIDE BOXGUTTER
Robe
3015
2. 11
FFL 116.15 AREA: 104M2
DEVELOPMENT SUMMERY
2. 02
Bath
PROPOSED 2500L WATERTANK
11
8672
15° FALL
CONCRETE CROSSING
2.2 x 2.9
11
HR WIN
BOUNDARY 0°01 29.34m
8912 G
6.76 R 11 UTTE
UNIT 1
PEBBLE PAVE PERMEABLE PAVING, (SEE DETAILS) ENSURE NO EXCAVATION OCCURS WITHIN THE TPZ OF TREES 17 AND 18 PROPOSED COUNCIL RUBBISH AND RECYCLE BINS
PROPOSED DECKING AREA
CHANNEL
6345
RWT
AND
Master Bed
2. 21
15° FALL
1111 11. . 8899
2.2 x 2.4
4.5 x 4.3
HR WIN HR WIN / DOOR
Wir
3. 20
SINGLE STOREY BRICK RESIDENCE
11
GARDEN
HR WIN
BINS
11
11
8964
No: 139
SIGN
1720
BOUNDARY 180°01' 26.26m
11
3. 45
1° FALL
300 mm WIDE BOXGUTTER
2. 96
857
300 mm WIDE BOXGUTTER
1720
G
DN
740
11
11 6. 74 UT TE R
1° FALL
2500L RWT
1720
1065
3. 25
11
2.0 x 2.7
SELECTED TILED AREAS
2. 15
Bed 1
UNIT 2
Ens
PROPOSED LAWN AREA 11
Robe
Robe
2. 25
3.0 X 2.7
3875
Bed 2
AREA:81M2
PROPOSED TREES AND SHRUBS (REF LANDSCAPE DRAWING)
11
2.7 x 3.3
CAPPED PALINGS
3. 22 11
HR WIN
6185
Retreat
CONCRETE
300 mm WIDE BOXGUTTER
3. 33 11
6304
15° FALL
1° FALL
GARDEN
3.2 x 4.0
HR WIN / DOOR HR WIN
W
Master Bed
PALINGS
7133
HR WIN
0.16
Robe
PRIVATE OPEN SPACE
PALINGS
3. 23
3. 46 11
3. 57 11
3. 64 11
2.44
3. 62 11
3. 65
11
GARDEN
- HABITABLE WINDOW
2. 71
0.19
BOUNDARY 90°00' 220.50m
PALINGS
3. 34
PALINGS
11
ROLLER DOOR
HAB. W
CONCRETE CROSSING
5880 2150 EXISTING EASEMENT vide LP44799
0.05
4140 E-1:
LEGEND
2. 70 11
WINDOWS (IF ANY) ALONG THIS WALL ARE NOT VISIBLE FROM THE SUBJECT PROPERTY
HR WIN 1ST
11
HR WIN 1ST
CONCRETE
HR WIN 1ST
11 3
HR WIN 1ST HR WIN / DOOR GND HR WIN 1ST
11
HR WIN 1ST HR WIN 1ST
HR WIN 1ST
2. 86
HR WIN 1ST HR WIN 1ST
SINGLE STOREY
11
HR WIN GND
HR WIN 1ST
BRICK RESIDENCE
NOT FENCED
DOUBLE STOREY BRICK RESIDENCE
WINDOWS (IF ANY) ALONG TH NOT VISIBLE FROM THE SUBJEC
HR WIN 1ST
ADDITIONAL WINDOW ARE NOT VISIBLE FR
No: 2/168
UNIT 2
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
120 m² 39 m² 104 m² 263 m²
79 m² 24 m² 3 m² 81 m² 187 m²
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
42 m² 211 m²
87 m² 48 m²
TOTAL POS(sqm)
253 m²
135 m²
LEGEND W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
BF
CB
CB
BF CB BF
112.96 112.60
PROPOSED BATTEN FENCE 1.8M HIGH
PROPOSED NEW CANOPY TREE PROPOSED FILL PROPOSED TIMBER BATTEN FENCE
3770
WALL HEIGHT
BF CB
BF
WALL HEIGHT
800
1800
RF-02
EXISTING DWELLING
TP006
RF-02
112.80
MAX BUILDING HEIGHT TO NGL
RF-01
MAX PORCH HEIGHT
15°
1800
600
RF-01
RF-02 4000
WALL HEIGHT
MAX PORCH HEIGHT 5770
Ground Floor_U1
3320
MAX BUILDING HEIGHT TO NGL
UNIT 1 6.995
300 Ground Floor Ceiling_U1
TMC-01
TMC-01
RT-01
No. 166 SINGLE STOREY BRICK HOUSE
UNIT 2 7.855
RIDGE 119.95
RIDGE 119.73
No. 168 DOUBLE STOREY BRICK HOUSE
LINE OF BOUNDAARY
120.65
PROPOSED GATE
1
SELECTED COLORBOND ROOF
5550
LINE OF BOUNDAARY
2550
UNIT 2
SELECTED COLORBOND ROOF
2800 RL 113.050 FFL
UNIT 1
CK BA
RL 115.850 FFL
- HABITABLE WINDOW
ET
First Floor_U1
HAB. W
S DE CO
RL 116.150 FFL
First Floor Ceiling_U1
10790
S RE
RL 118.700 FFL
19277
First Floor Ceiling_U2
RL 118.850 FFL
T# First Floor_U2
RL 116.300 FFL
GF Ceiling_U2
RL 116.000 FFL
Ground Floor_U2
RL 113.200 FFL
T#
PROPOSED GATE
EXISTING NGL AT BUILDING
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
EXTERNAL MATERIAL FINISHES
PROPOSED N.G.L 1.8m PALING FENCE
RT01 - ROOF TILE
TMC-01 - TIMBER CLADDING TYPE 1 URBANLINE DURO CLAD.
COLOR: CHARCOAL/EBONY
COLOUR: CEDAR
RF01 - RENDER/PAINT
BF - BRICK FINISH
COLOR: DULUX CASHEW
COLOUR: CAPITOL RED
STREETSCAPE / EAST ELEVATION SCALE 1 : 100
RF02 - RENDER/PAINT
CB - COLOURD BRICK
EXISTING FENCE
EXISTING DWELLING
PROPOSED FILL
PROPOSED NGL EXISTING NGL AT BOUNDARY
1.8m PALING FENCE
COLOUR: GOLDEN TEAKWOOD
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
First Floor Ceiling_U1
Fixed alumininum eliptical louvers
PROPOSED GATE
EXISTING NGL PROPOSED NGL
PROPOSED BRICK RETAINING WALL RETAINING WALL First Floor_U1
3 TP006
NORTH ELEVATION_UNIT 1 SCALE 1 : 100
RL 118.700 FFL
Powdercoated aluminium framed windows as selected
1800
600
WALL HEIGHT
5690
PROPOSED GATE
ROOFS: SELECTED "COLORBOND" ROOF.
RF-01
112.96
Ground Floor_U1
SWC - STONE WALL CLAD
1700
RL 113.050 FFL
MAX BUILDING HEIGHT TO NGL
2800
SCREEN PLANTING 1.8m PALING FENCE RETAINING WALL
UNIT 1 6.995
Ground Floor Ceiling_U1
LINE OF BOUNDAARY
LINE OF BOUNDARY
LINE OF BOUNDAARY
3420
113.00
112.80
2550
RL 115.850 FFL
300
First Floor_U1
1360
5650
CB
WALL HEIGHT
1700
1700
CB
BF
RL 116.150 FFL
1950
1800
MAX BUILDING HEIGHT TO NGL
UNIT 2 7.855
2550 300 2800
First Floor Ceiling_U1
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
30°
BF
BF
NORTH ELEVATION SCALE 1 : 100
RT-01 RL 118.700 FFL
COLOUR: DARK GREY
60
RF-02
CK BA
2
RIDGE 119.95
RF-01
1.8m PALING FENCE
TP006
ET
Ground Floor_U1
S DE CO
Ground Floor Ceiling_U1
S RE
RL 113.050 FFL
CK BA
RL 115.850 FFL
TMC-01
First Floor Ceiling_U1
First Floor_U1
ET
RL 116.150 FFL
PRIVACY SCREEN
120.65
S DE CO
RL 118.700 FFL
SELECTED COLORBOND ROOF
S RE
LINE OF BOUNDARY
COLOR: DULUX CASHEW
PRIVACY SCREEN DETAIL
RL 116.150 FFL
LEGEND
No. 141
HAB. W
- HABITABLE WINDOW
W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
T# SELECTED COLORBOND SHEET ROOF @15° PITCH
PROPOSED GATE
RF-01
CB
112.80
2550 3585
BF
BF 112.96
4045
PROPOSED N.G.L
EXISTING DWELLING
EXISTING N.G.L AT BUILDING
300
RF-02
WALL HEIGHT
RF-01 MAX PORCH HEIGHT
800
1200
1200
WALL HEIGHT
RF-01
TITLE BOUNDARY
TMC-01
TMC-01
5770
WALL HEIGHT
T#
RIDGE 119.95 RIDGE 119.73
First Floor Ceiling_U1
RL 118.700 FFL
EXTERNAL MATERIAL FINISHES First Floor_U1
RL 116.150 FFL
Ground Floor Ceiling_U1
RL 115.850 FFL
Ground Floor_U1
RL 113.050 FFL
COLOR: DULUX CASHEW
COLOUR: CAPITOL RED
COLOR: DULUX CASHEW
1.8m PALING FENCE
PROPOSED GATE EXISTING FENCE
WEST ELEVATION
PROPOSED NEW CANOPY TREE PROPOSED NGL
EXISTING FENCE EXISTING NGL AT BOUDARY
RL 116.150 FFL
Ground Floor Ceiling_U1
RL 115.850 FFL
ROOFS: SELECTED "COLORBOND" ROOF.
COLOUR: GOLDEN TEAKWOOD
BACK
1800
RF-01
800
First Floor_U1
RESC ODE SET
RL 118.700 FFL
RF-02 BF BF
CB
BF Ground Floor_U1
PROPOSED GATE
112.80
RL 113.050 FFL
RETAINING WALL FOR TREE 1.8m PALING FENCE PROPOSED NEW CANOPY TREE
PROPOSED BRICK RETAINING WALL
EXISTING NGL AT BOUNDARY PROPOSED NGL
1.8m PALING FENCE PROPOSED NEW CANOPY TREE
RETAINING WALL
3 TP007
SOUTH ELEVATION_UNIT 2 SCALE 1 : 100
COLOUR: DARK GREY
SWC - STONE WALL CLAD
MAX BUILDING HEIGHT TO NGL
2818
2569 285
2800
EXISTING DWELLING SHOWN AS DOTTED
SCREEN NGL AT BUILDING PLANTING 1.8 m PALING FENCE PROPOSED FILL
112.96
M.B CB
First Floor Ceiling_U1
CB - COLOURD BRICK
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
120.65
UNIT 2 7.855
300
RF-02
UNIT 1 6.995
RF-01 1700
2550
RF-02
1700
RF-01
MAX BUILDING HEIGHT TO NGL
SELECTED COLORBOND SHEET ROOF @15° PITCH
TMC-01
TITLE BOUNDARY
RIDGE 120.03
120.29
RESC ODE SET WALL HEIGHT
4952
BF - BRICK FINISH
SELECTED COLORBOND SHEET ROOF @15° PITCH
SELECTED COLORBOND SHEET ROOF @15° PITCH
TITLE BOUNDARY
SELECTED COLORBOND SHEET ROOF @15° PITCH
BACK
TITLE BOUNDARY WALL HEIGHT
6796
MAX BUILDING HEIGHT TO NGL
UNIT 2 7.490
RF01 - RENDER/PAINT
UNIT 1
BF
SCALE 1 : 100
COLOUR: CEDAR
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
112.80
TP007
COLOR: CHARCOAL/EBONY
PROPOSED GATE
SCALE 1 : 100
UNIT 2
2
TMC-01 - TIMBER CLADDING TYPE 1 URBANLINE DURO CLAD.
RF02 - RENDER/PAINT
SOUTH ELEVATION/ STREETSCAPE FROM ELEY ROAD
TP007
RT01 - ROOF TILE
EXISTING N.G.L AT BOUNDARY
PROPOSED FILL
1
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
2800
BACK
SELECTED COLORBOND SHEET ROOF @15° PITCH
RESC ODE SET
No. 139 SINGLE STOREY WBOARD HOUSE
2920
No. 137 SINGLE STOREY BRICK HOUSE
TITLE BOUNDARY
UNIT 2 OUTLINE
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
First Floor Ceiling_U2
RL 118.850 FFL
First Floor_U2
RL 116.300 FFL
GF Ceiling_U2
RL 116.000 FFL
Ground Floor_U2
RL 113.200 FFL
SHADOW KEY SHADOW CAST BY PROPOSED BUILDING
SHADOW CAST BY PROPOSED FENCE
1 TP008
SHADOW DIAGRAM 9AM
2
SCALE 1 : 100
TP008
N
W
E S
SHADOW DIAGRAM 10AM SCALE 1 : 100
1 TP009
SHADOW DIAGRAM 12NOON
2
SCALE 1 : 100
TP009
N
W
E S
SHADOW DIAGRAM 3PM SCALE 1 : 100
7890
4930
5160
2195
2665
4290
3800
2985
77 .29
77 .34
77 .16
77 .12
77 .11
FIRST FLOOR WALL ALIGNMENT
4895
1005
2170
1050
76 .65
76 .66
76
2H
6 .6
RI D 83 GE .8
2H
HW (L)
IRON SHED
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
T#
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
- PROPOSED NEW CANOPY TREE
76 .61
Contributes to the renewal of the area and bring a fresh modern architecture element into the area which will not only respect but also enhance the local character;
EXISTING PALLING FENCE TO BE RETAINED
The proposed building height complies the Clause 55 requirement and the graduation changes of height avoids bulky appearance and ensures a positive front faรงade respecting the building scale of surrounding area; The building has been carefully designed to minimise the visual impact of the building mass to Canterbury Road by adequate articulations and diversification of building materials and fenestrations; Appropriate setbacks have been applied to all boundaries of the subject site; The proposal ensures generous open spaces are provided for the dwellings; The building has been carefully designed to minimise the impact on the amenity such as overlooking, over shadowing to abutting properties;
8H
HW(L)
HW(U)
HW(U)
WIRE MESH FENCE
HW(U)
No.940
D/W(L)
D/HW(L)
CARPORT
DOUBLE STOREY W/B DWELLING
V
FIBRO SHED
D/HW
HW
OPEN STORAGE
SINGLE STOREY BRICK DWELLING
HW(L)
D/HW
D(L)
SET BACK 1.3m
HW
D/HW
W
W
3260
2020
76 .81 76 .64
W(L)
V
SET BACK 1.8m
1300 1120
5120
5820
PALINGS 1.6H
FIRST FLOOR WALL ALIGNMENT
76 .24
- NON HABITABLE WINDOW
Design Response
ROAD
FOOTPATH
76 .78
CONCRETE KERB AND CHANNEL
76 .99
5H
UP
CONCRETE
PALINGS 1.6H
77 .13
76 .29
W
Carefully considers and responds to site opportunities and constraints;
4H
7H
7 .4
D(L)
W(U)
DOUBLE STOREY BRICK DWELLING (UNIT 1 OF 4)
RI D 80 GE .9
T GU OP T O 79 TER F .0
76 .50
77 .23
77 .10
FIRST FLOOR WALL ALIGNMENT
3980 2240
0 .5
77 .04
77. 0
2H
76
OPEN STORAGE
76 .50
77 .45 77 .40
77 .28
77 .15
8995
76 .40
A corner splay or area at least 50 per cent clear of visual obstructions extending at least 77 2 metres along frontage .45 boundary from the edge of the exit lane and 2.5 metres along the exit lane within the site, to provide a clear view of pedestrians on the footpath along frontage.
77
GROUND FLOOR WALL ALIGNMENT
4H
77 .50
9H
5H
8050
- HABITABLE WINDOW
V
GROUND FLOOR WALL ALIGNMENT
77 .11
7010 7610
RBURY
METAL BARS
No.936
HW
SET BACK 1.9m
PALINGS 1.9H
GROUND FLOOR WALL ALIGNMENT
76 .47
RI D 80 GE .6
77 .00
76 .84
76 .77
77.0
76 .98
HEDGE 4
8H
3H
D(L)
W(U) T GU OP T O 81 TER F .8
1.83m WIDE EASEMENT
D/HW (L)
W(U)
DOUBLE STOREY BRICK DWELLING (UNIT 2 OF 4)
4665
D/HW
HW
3H PALINGS 1.8H
HW (L)
RI D 83 GE .0
HW
HW
76 .92
76 3015 .57
3395
SETBACK 9.1m
HAB. W
T#
8H
BRICK WALL
76 .88
6H
IRON SHED
SET BACK
76 .92
FIRST FLOOR WALL ALIGNMENT
4585
RI D 83 GE .7
W (U)
HW (L)
8 .9
TO W PO A 79 LL F .3
HW (L)
RI D 81 GE .6
D/HW (L)
9H
76
D(L)
2015 3095
HW (L)
D/HW (L)
D/HW (L) T GU OP T O 82 TER F .4
V & BALCONY
PALINGS 2.0H & LATTICE 0.5H 76 .91
W (U)
HW (L)
HW (L)
W(U)
DOUBLE STOREY BRICK DWELLING (UNIT 3 OF 4)
76 .98
T GU OP T O 80 TER F .5
W (U)
D/HW (U)
HW (L)
W(U) RI D 84 GE .0
FLOOR LEVEL 78.22
D
SINGLE STOREY W/B DWELLING
HW
CARPORT
DOUBLE STOREY BRICK DWELLING
DOUBLE STOREY BRICK DWELLING (UNIT 4 OF 4)
RI D 85 GE .1
77 .87
LEGEND
Adequate car parking spaces are provided for the proposed dwellings. Garages are sited at the rear of the property, which helps to create an active streetscape.
W N
S E
13190
21520
9000
UNIT 2 REAR SETBACK
UNIT 2 DWELLING
UNIT 1 DWELLING
UNIT 1 FRONT SETBACK
3820
6480
1000
8050
5200
10160
FLOOR LEVEL 78.22
UNIT 2 GARAGE
936 CANTERBURY ROAD SINGLE STOREY BRICK HOUSE
DOUBLE STOREY BRICK HOUSE RI D 84 GE .0
LHW
W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
T#
3.0 x 3.1
76 .29
76 .50
76 .24
T33
T9
PROPOSED NEW 1.8M HIGH PALING + 0.5 TRELLIS OVER FENCE
GB
T6
938 CANTERBURY RD SUBJECT SITE
TPZ
SRZ
T9
T4
TPZ SRZ
T8EXISTING TREES
0 20
0
EXISTING TREES RETAINED
RETAINED
0 2070 6
.65
T5
T5
T5
RI D 83 GE .8
8H
940 CANTERBURY ROAD DOUBLE STOREY W/B DWELLING
76 .64
76 .61
TPZ
SRZ
T12 9600
4000
8310
5730
7000
8670
UNIT 2 DECK
UNIT 2 DWELLING
UNIT 1 GARAGE
UNIT 1 DECK
UNIT 1 DWELLING
12310
21400
9000
SETBACK
UNIT 2 DWELLING
UNIT 1 DWELLING
FRONT SETBACK
4365
UNIT 1 SIDE SETBACK
4345
TPZ
11175
UNIT 1 DWELLING
1935
00
EXISTING TREE RETAINED
76 .81
76 .66 2000 SRZ
T1
300 m² 190 m² VEHICLES COMMOM HARD AREA(sqm) : 132 m² 285 m² PERVIOUS SURFACE AREA (sqm) : 38% PERMIABILITY(%) : 336 m² / 44.6% SITE COVERAGE :
UNIT 1 PORCH
76 .78
76 .99
SRZ
753 m²
SITE AREA(sq) : BUILDING AREA(sqm) :
UNIT 1
4900
T6
UP
TPZ
24
GB
2H
SET BACK 1.3m
3100
GB
3060
GROUND FLOOR PLAN SCALE 1 : 100
76.5
T3
2H
BIN
RCL
SINGLE STOREY BRICK DWELLING
RI D 80 GE .6
1.8 x 2.5
DINING
7000
76 .61
0 200
DEVELOPMENT SUMMERY
GROUND FLOOR AREA(sqm) : UPPER FLOOR AREA(sqm) :
1000
L'DRY
5000
T31
3.0 x 4.0
SET BACK 1.8m
1130
LOUNGE
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
- PROPOSED NEW CANOPY TREE
UNIT 1 SETBACK
FFL 77.21
TO 179°40' 45.72m BOUNDARY GU P T O 79 TER F .0
735
P'M
1.8 x 1.8
PRIVATE OPEN SPACE 35m2
1195
T29
3000 500
T32
6000 1275
T28
7H
PROPOSED NEW CANOPY TREE
76 .50
146 m2
DECK
T30 76 .40
ENTRY
UNIT 1
GB
4H
5300
3.9 x 3.9
ROBE
GUESS ROOM
FFL 77.41 PORCH
77 .23
LETTER BOX
CANTERBURY ROAD
5500
3.2 x 4.0
FFL 77.51
X RO 0 P AP 77.4 7R7 L WATER METER . 2 9 77 TPZ .34 WM SRZ
CONC>KERB AND CHANNEL
DINING
PRIVATE OPEN SPACE T27 81m2 FFL 77.36 DECK 7055
STORAGE (6m³)
5.5 x 6.0
UP
77 .40
BOUNDARY 89°58' 16.46m
A RL PPR FALL 77 OX .1 3
76 GARAGE .48
112 m2
F
77 .13
4.2 x 3.9
1.8 x 1.5
V
UNIT 2
76 FAMILY .61
GUESS ROOM
WIR
T2
T7
77 .10
3.5 x 3.9
77 .16
77 .12
77 .11
1.8 x 2.3
KITCHEN
77 .28
MB
ENS
7.2 x 6.6
1.9 x 3.0 BATH
FFL 77.51
OUTLINE OF FIRST FLOOR ABOVE
4
2000
77 X .15 O PR AP 77.10 RL
77 .04
SRZ
UNIT 2
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm)
141 m² 40 m² 6 m² 91 m²
109 m² 39 m² 2 m² 99 m²
TOTAL BUILDING AREA
278 m²
249 m²
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
35 m²
53 m²
110 m²
21 m²
TOTAL POS(sqm)
145 m²
74 m²
ROAD
4.1 x 5.1
F
77 .11
GB
T1776.7
ENTRY
76 .58
FAMILY
3035
76 .77
1130
2.6 x 3.8
5245
DRIVEWAY
FFL 77.32 PORCH
KITCHEN
T26
10535
8880
2185
24 00
T18 76.88
T13
.00
76 .84
OUTLINE OF FIRST FLOOR ABOVE
MB
FFL 77.21
FALL
GB
3.0m WIDE CONC. DRIVEWAY. 77 CHARCOAL FINISH
RI D 80 GE .9
No.2 BIRDWOOD STREET DOUBLE STOREY BRICK HOUSE
TP004-1
7845
5500
STORAGE (6m³)
EASTMENT 1.83
EXISTING TREES RETAINED
76 .79
PIT
EXISTING TREES RETAINED 20 00
SRZ
EXISTING CORSSOVER REMOVED NEW 3.0m WIDE CONCRETE CROSSOVER TO VICROAD 77 DETAIL. THE EDGES OFTHE .45 CROSSOVER ANGLED AT 60° TO THE EDGE OF THE ROAD FOR THE FIRST 3.0m FROM THE EDGE OF THE READ
77 .45
5H
BOUNDARY 269°58' 16.46m
T19
T20
76.5
PROPOSED 1.8M HIGH PALING + 0.5m TRELLIS OVER FENCE
3800
2985
3980 2140 3840
6.0 x 5.5
FALL
X RO 3 P AP 6.8 7 RL
T13
77. 0
5235
GARAGE
T21
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
TPZ
77 .50
9H
X PRO 3 P A 7.1 RL7
UP
APPROX RL76.55
76 T13 .98
T16
T11
T10 5H
76 .75
2H
T GU OP T O 81 TER F .8
76 .47
76 .92
FFL 77.36
2.05 x 1.0
T25
76 .92
T15 BOUNDARY 359°40' 45.72m
77.0
SRZ
76 .86
6000
T14
00 36
SET BACK 1.9m
BIN
WC
RL76.75
3H
DOUBLE STOREY BRICK HOUSE
3600
EXISTING TREES RETAINED
T#
00 60
TPZ
SRZ
SRZ
8H
4620
T23APPROX
T24
HW(L)
SET BACK 1.9m
76 .91
2020
76 .57
D/HW(L)
SRZ
TO W PO A 79 LL F .3
EXISTING 2.0M HIGH PALING + 0.5 TRELLIS FENCE
8H
TPZ
SETBACK
BALCONY OVER VERANDAH
2.05 x 1.8 3095
TPZ
T22 RC LL'DRY
T GU OP T O 82 TER F .4
UNIT 2 DECK
SETBACK 9.1m
- HABITABLE WINDOW
TPZ
6H
T GU OP T O 80 TER F .5 6600
APPROX RL77.20
RI DG DOUBLE8 STOREY 1 .6 E BRICK HOUSE
4000
TPZ
HAB. W
W(U)
LHW
9H
15295
W(U)
HW(L)
3H
UNIT 2 DWELLING
W(U)
SRZ
RI D 83 GE .0
1350
RI D 83 GE .7
LEGEND
D/HW(U)
76 .98
1
77 .87
4H
RI D 85 GE .1 DOUBLE STOREY BRICK HOUSE
TPZ
RBURY
2015
W N
S E
LEGEND 3395
8880
990
11760
4470
6720
460
9050
No. 936 SINGLE STOREY BRICK HOUSE
DOUBLE STOREY BRICK HOUSE
HAB. W
- HABITABLE WINDOW
W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
BOUNDARY 359°40' 45.72m
HIGH SILL WIN
BED 1
1°
5.2 x 3.3
18°
BATH 2.3 x 2.7
M. BED 4.1 x 3.7
96 m2 Skylight
18°
FFL 80.62
18°
UP
PRIVACY SCREEN
RETREAT
3300
ROBE BED 2
2385
3.3 x 3.3
2600
1°
1°
HIGH SILL WIN
2700
BOUNDARY 179°40' 45.72m
1725
HIGH SILL WIN
3115
1130
2750
2250
300mm WIDE BOX GUTTER
SINGLE STOREY BRICK DWELLING 3440
1
TP005-2
04 FIRST FLOOR PLAN SCALE 1 : 100
4220
6260
No. 940 DOUBLE STOREY W/B DWELLING 11150
11650
9050
T#
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
- PROPOSED NEW CANOPY TREE
DEVELOPMENT SUMMERY 753 m²
SITE AREA(sq) : BUILDING AREA(sqm) :
300 m² 190 m² VEHICLES COMMOM HARD AREA(sqm) : 132 m² 285 m² PERVIOUS SURFACE AREA (sqm) : 38% PERMIABILITY(%) : 336 m² / 44.6% SITE COVERAGE : GROUND FLOOR AREA(sqm) : UPPER FLOOR AREA(sqm) :
UNIT 1
3.6 x4.6 5085
HIGH SILL WIN
2.3 x 0.9
1°
3.5 x 4.8
WC
PRIVACY SCREEN
RETREAT
UNIT 1
DN
3630
DN
99 m2
6050
HIGH SILL WIN
VOID
UNIT 2
PRIVACY SCREEN
BED 1
1.8 x 3.4
3.6 x 4.5
4620
2.7 x 2.3
SL
18°
WIR
M. BED
BATH
2.4 x 2.6
1645
1.7 x 2.6
ENS
FFL 80.61 10900
WIR
BOUNDARY 89°58' 16.46m
18°
3.2 x 3.0
18°
BATH
8670
3.4 x 3.5
ROBE
18°
HIGH SILL WIN
BOUNDARY 269°58' 16.46m
3095
4585
18°
5745
HIGH SILL WIN
4880
4325
HIGH SILL WIN
ROBE
2645
1°
2130
EAVES GUTTER
CANTERBURY ROAD
1890
1925
2710
2985
3985
T#
UNIT 2
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sqm) PORCH(sqm) UPPER FLOOR AREA(sqm)
141 m² 40 m² 6 m² 91 m²
109 m² 39 m² 2 m² 99 m²
TOTAL BUILDING AREA
278 m²
249 m²
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm)
35 m²
53 m²
110 m²
21 m²
TOTAL POS(sqm)
145 m²
74 m²
W N
S E
UNIT 1
FF Ceiling_Unit 1
RF-02
2950
TMD
GF Ceiling_Unit 1
First Floor_Unit 1
RL 80.620 FFL RL 80.210 FFL
Ground Floor_Unit 1
RL 77.510 FFL
P-01 RF-01
2700
MAX. FROM NGL
3510
79.5
RF-01
? ? ? ?
7265
RF-02
RL 83.160 FFL
? ?
76.9
76.9
? ?
MAX BUILDING HEIGHT TO NGL
LINE OF BOUNDARY
TYPICALLY SELECTED 18° TILED PITCHED ROOFS
LINE OF BOUNDARY
83.8
No. 936 SINGLE STOREY WBOARD HOUSE
?
No. 938
?
No. 940 DOUBLE STOREY WBOARD HOUSE
No. 934 SINGLE STOREY BRICK HOUSE
NORTH ELEVATION AND STREETSCAPE - CANTERBURY ROAD LEGEND
RIDGE 84.16
RF-03
? ? ? ? ? ?
7365
RF-01
First Floor_Unit 2
76.5
4770
1640
Garage_Unit 1& 2
RF-01
2540
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
T#
T#
Ground Floor_Unit 1
RL 77.510 FFL
76.70
- PROPOSED NEW CANOPY TREE
EXISTING N.G.L
NEW 2.0m PALING FENCE
SCHEDULE OF FINISHES
EAST ELEVATION
GD-01 P-01 RF-01
METER BOX
EXISTING N.G.L PROPOSED 1.8M PALING FENCE 0.6m TRELLIS OVER
PROPOSED N.G.L
RF-01 RF-01
76.9
76.7
METER BOX
FL 76.50
PROPOSED 1.8M PALING FENCE
RL 83.160 FFL
RENDER FINISH TYPE 3. SELECTED RENDER FINISH. LIGHT COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
2550
ROOFS: SELECTED TILE ROOF. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
First Floor_Unit 2
RL 80.610 FFL
Ground Floor_Unit 2
RL 77.510 FFL
Garage_Unit 1& 2
RL 77.210 FFL
3100
RF-02
300
OB
GD-01
RF-02
FF Ceiling_Unit 2 MAX BUILDING HEIGHT TO NGL
1500
1800
? ?
FROM FFL
RF-01
RF-01
76.90
3190 AVE. MAX. HEIGHT
? ? ?
Ground Floor_Unit 1
WEST ELEVATION
P-01
GARAGE DOOR TYPE 1. SELECTED TIMBER STYLE FINISH SECTIONAL PANEL LIFT GARAGE DOOR. ECO-PANEL COLOUR IN COLD GREY. RENDER FINISH TYPE 1. SELECTED RENDER FINISH. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS. RENDER FINISH TYPE 2. SELECTED RENDER FINISH. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.
TMD
UNIT 2 7.885
PRIVACY SCREENING
RF-02
RF-03
FROM TOP OF ROOF TO N.G.L.
UNIT 1 7.265 OVERALL HEIGHT
2540 3110
P-01
? ?
1700
FF Ceiling_Unit 1
FL 77.43
RIDGE 84.59
SKYLIGHT ? ?
First Floor_Unit 1
RF-03
LINE OF BOUNDARY
UNIT 1
TYPICALLY SELECTED 18° TILED PITCHED ROOFS
? ?
RL 77.510 FFL
RIDGE 84.16
TYPICALLY SELECTED 18° TILED PITCHED ROOFS
? ? ? ?
RL 80.620 FFL
UNIT 2
WALL ON BOUNDARY
LINE OF BOUNDARY
RF-02
RL 83.160 FFL
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
76.90 FL 76.56
700mm LATTICE TO BE ADDED ABOVE THE EXISTING FENCE
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
76.2
FL 76.47
PROPOSED NEW CANOPY TREE
RL 80.620 FFL RL 80.210 FFL
W
? ? ?
76.8
800
RL 77.210 FFL
2450
3100
Ground Floor_Unit 2 300
RL 77.510 FFL
RF-01
First Floor_Unit 1 GF Ceiling_Unit 1
- HABITABLE WINDOW
? ?
4710
RF-01
RL 83.160 FFL
3110
RF-02
FF Ceiling_Unit 1
FROM TOP OF ROOF TO N.G.L.
P-01
UNIT 1 7.265 OVERALL HEIGHT
P-01
1700
RF-02
? ?
1700
? ?
2550
RL 80.610 FFL
TYPICALLY SELECTED 18° TILED PITCHED ROOFS
TYPICALLY SELECTED 18° TILED PITCHED ROOFS
LINE OF BOUNDARY
RIDGE 84.59
1700
FF Ceiling_Unit 2
UNIT 1
? ? ?
RL 83.160 FFL
LINE OF BOUNDARY
UNIT 2
HAB. W
UNIT 2
First Floor_Unit 2
RF-01
P-01
3400
Garage_Unit 1& 2
RL 77.210 FFL
FL 76.50
PROPOSED 1.8m PALING FENCE
PROPOSED N.G.L.
RL 80.610 FFL
Garage CHL_Unit 1 & 2
RL 79.910 FFL
Ground Floor_Unit 2
RL 77.510 FFL
Garage_Unit 1& 2
RL 77.210 FFL
?
?
EXISTING N.G.L.
First Floor_Unit 2
GD-01
76.70 FL 76.74
LINE OF BOUNDARY
RF-01
? ?
RL 83.160 FFL
RL 80.610 FFL
79.0
RF-01
FF Ceiling_Unit 2
3100
RF-01
RF-02
1700
P-01
2550
RF-02
RL 83.160 FFL
RF-03
1700
RF-02
FF Ceiling_Unit 2
TYPICALLY SELECTED 18째 TILED PITCHED ROOFS
LINE OF BOUNDARY
?
EXISTING N.G.L. PROPOSED N.G.L.
EXISTING 1.6m PALING FENCE
RF-01
RL 76.90
76.70
NEW 2m HIGH PALING FENCE
SOUTH ELEVATION UNIT 2
NORTH ELEVATION UNIT 2 LEGEND
?
?
?
HAB. W
- HABITABLE WINDOW
W
- NON HABITABLE WINDOW
RWT
- 2000L RAIN WATER TANK
OB
- OBSCURED FROSTED GLASS
MB
- ELECTRICAL METER BOX
- MAIL BOX
GAS
- GAS METER
BINS
- ALLOCATED BIN PLACEMENT
POS
- PRIVATE OPEN SPACE
?
T#
RL 83.160 FFL
RL 80.620 FFL First Floor_Unit 1 RL 80.210 FFL GF Ceiling_Unit 1 RL 79.910 FFL Garage CHL_Unit 1 & 2
2700
RF-01
Ground Floor_Unit 1
T# Fixed aluminium louvers eliptical,90 x 15mm nom.
1700
350
SCHEDULE OF FINISHES BF GD-01 P-01 RF-01
76.90
EXISTING N.G.L. PROPOSED N.G.L.
Upper Floor
PROPOSED 1.8m PALING GATE/ FENCE
RF-02
RF-03
SOUTH ELEVATION UNIT 1
- EXISTING TREE REMOVED READ IN CONJUNCTION WITH ARBORIST REPORT
- PROPOSED NEW CANOPY TREE
Steel support structure to eng. detail Fix to steel column in stud wall to eng. detail
RL 77.510 FFL
? ?
FL 76.86
- EXISTING TREE/ TREE TO BE RETAINED READ IN CONJUNCTION WITH ARBORIST REPORT
80
FF Ceiling_Unit 1
410
1700
FROM TOP OF ROOF TO N.G.L.
RF-02
15째
UNIT 1 7.265 OVERALL HEIGHT
RF-02
Powdercoated aluminium framed windows as selected
as shown on elevation
RIDGE 84.16
940 CANTERBURY ROAD DOUBLE STOREY W/B DWELLING
Window sill height
LINE OF BOUNDARY
UNIT 1
2540
TYPICALLY SELECTED 18째 TILED PITCHED ROOFS
LINE OF BOUNDARY
?
LINE OF BOUNDARY
LINE OF BOUNDARY
TYPICALLY SELECTED 18째 TILED PITCHED ROOFS
2550
UNIT 2
PRIVACY SCREEN DETAIL
BRICK FACE FINISH GARAGE DOOR TYPE 1. SELECTED TIMBER STYLE FINISH SECTIONAL PANEL LIFT GARAGE DOOR. ECO-PANEL COLOUR IN COLD GREY. RENDER FINISH TYPE 1. SELECTED RENDER FINISH. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS. RENDER FINISH TYPE 2. SELECTED RENDER FINISH. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS. RENDER FINISH TYPE 3. SELECTED RENDER FINISH. LIGHT COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. ROOFS: SELECTED TILE ROOF. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
GENERAL NOTES (NCC 2016) THESE DRAWINGS ARE NOT TO BE USED FOR PLANNING AND/OR BUILDING PERMIT APPLICATIONS OR FOR ANY OTHER PURPOSE UNLESS SPECIFICALLY APPROVED IN WRITING BY
22 KENNY STREET, BALWYN NTH PROPOSED MULTI UNIT DEVELOPMENT SITE CLASSIFCATION
THESE PLANS HAVE ALSO BEEN PREPARED BY FOR THE EXCLUSIVE USE BY FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSONS WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN.
1
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH "BUILDING INTERIM REGULATIONS 2017" NOT BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2016 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
2
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
3
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
4
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
5 6
SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7
THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
8 9 10
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES.
SUMMARY REPORT: - CEILINGS (UNIT 1, 2 & 3): R5.0 BULK INSULATION IN THE CEILINGS OF METAL ROOF AND TILED.
11
CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE.
- FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOOR TIMBER FLOOR.
12
ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE BCA. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES.
- WALLS (UNIT 1, 2 & 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS R2.5 BULK INSULATION IN THE INTERNAL WALLS SURROUNDING UNIT 1 BATH & GF P'DER, UNIT 2 & 3 L'DRY & BATH R2.5 BULK INSULATION IN THE WALLS SHARED WITH GARAGE
13
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
14
ALL MASONRY TO COMPLY WITH CURRENT AS 3700, PART 3.3 OF THE NCC AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS. ALL WEEPHOLES TO BE LOCATED ABOVE ANY DPC OR FLASHING AND SHALL NOT EXCEED 1.2M CTRS AS PER AS3700
IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED WITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS. REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
INSULATION REQUIREMENTS AS PER ENERGY RATERS REPORT
15
ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES TO A HEIGHT OF 1800 MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150 MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75 MM OF A WALL IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740:'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
16
GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
17
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
18
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; - 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND - WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS.
19
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.
20
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND - ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
21
HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.
22
BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
23
U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC.
24
ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
WALL LININGS AS FOLLOWS: 1
ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL.
TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS).
2
TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE).
3
ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 THERMITE RISK MANAGEMENT. THE BUILDER/OWNER SHALL: 1
NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO TERMITE PROTECTION...
2 3
RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION.
4
THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
RAIN WATER TANK (RWT) PROVISIONS NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS. ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1. ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S. THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES REQUIREMENTS. ALLOW TO PROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM).
ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT. PROPOSED DWELLINGS - ACHIEVES 6.0 STARS
- WINDOWS (UNIT 1): D01 1GF, D09 1GF, D14 1GF, W01 1GF, W02 1GF, W03 1GF, W04 1GF, W05 1GF, W06 1GF, W07 1GF, W08 1GF, W09 1GF, W10 1GF, W11 1GF, W12 1GF, W13 1GF, W14 1FF, W15 1FF, W16 1FF, W17 1FF, W18 1FF, W19 1FF, W20 1FF, W21 1FF, W22 1FF, W23 1FF, W24 1FF AND W25 1FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED HIGH SOLAR GAIN LOW-E WITH A MINIMUM U-VALUE OF 5.4 AND SHGC OF 0.49 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 5.4 AND SHGC OF 0.58 FOR FIXED AND SLIDING. - WINDOWS (UNIT 2): D01 2GF, D03 2GF, D07 2GF, W01 2GF , W02 2GF, W03 2GF, W04 2GF, W05 2GF, W06 2GF, W07 2GF, W08 2GF, W09 2GF, W10 2FF, W11 2FF, W13 2FF, W14 2FF, W15 2FF, W16 2FF, W17 2FF, W18 2FF, W19 2FF, W20 2FF, W21 2FF, W22 2FF, W23 2FF, W24 2FF, W25 2FF, W27 2FF AND W28 2FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED ARGON FILL HIGH SOLAR GAIN LOW E-CLEAR WITH A MINIMUM U-VALUE OF 4.1 AND SHGC OF 0.47 FOR AWNING AND CASEMENT. D08 2GF , D09 2GF , W12 2FF AND W26 2FF ARE TO BE ALUMINIUM FRAME DOUBLE GLAZED ARGON FILL HIGH SOLAR GAIN LOW E-CLEAR WITH A MINIMUM U-VALUE OF 4.1 AND SHGC OF 0.52 FOR FIXED AND SLIDING. - WINDOWS (UNIT 3): W12 3FF, W13 3FF, W14 3FF, W15 3FF, W17 3FF AND W24 3FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED AIR FILL CLEAR-CLEAR GLASS WITH A MINIMUM U-VALUE OF 4.8 AND SHGC OF 0.51 FOR AWNING AND CASEMENT. D16 3GF, D17 3GF AND W16 3FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED ARGON FILL HIGH SOLAR GAIN LOW-E CLEAR GLASS WITH A MINIMUM U-VALUE OF 4.1 AND SHGC OF 0.52 FOR FIXED AND SLIDING. D01 3GF, D03 3GF, D07 3GF, W01 3GF, W02 3GF,W03 3GF, W04 3GF, W05 3GF, W06 3GF, W07 3GF, W08 3GF, W09 3GF, W10 3GF, W11 3FF, W18 3FF, W19 3FF, W20 3FF, W21 3FF, W22 3FF AND W23 3FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED ARGON FILL HIGH SOLAR GAIN LOW-E CLEAR GLASS WITH A MINIMUM U-VALUE OF 4.1 AND SHGC OF 0.47 FOR AWNING AND CASEMENT. - AIR LEAKAGE (UNIT 1, 2&3) : 3.12.3.1-ALL CHIMNEYS AND FLUES TO BE FITTED WITH SELF CLOSING DAMPERS. 3.12.3.2-ALL ROOF LIGHTS MUST BE SEALED OR CAPABLE TO BE SEALED. 3.12.3.3- ALL EXTERNAL WINDOWS AND DOORS ARE TO BE FITTED WITH WEATHER-STRIPS. 3.12.3.4-SELF-CLOSING DAMPER TO ALL THE EXHAUST FANS. 3.12.3.5-SEAL ANY AVENUES OF AIR LEAKAGE THROUGH THE BUILDING ENVELOPE BY CAULKING,SKIRTING,ARCHITRAVES,CORNICES OR THE LIKE. - LIGHTING UNIT 1, 2&3) : - DOWNLIGHTS HAVE BEEN INCLUDED IN THIS ASSESSMENT: NO - ALL RECESSED DOWNLIGHTS ARE TO HAVE INSULATION LAID OVER AN APPROVED FIREPROOF DOWNLIGHT COVER. IF THIS MEASURE IS NOT CARRIED OUT, A RE-RATING WILL BE REQUIRED. THIS MAY CHANGE THE RESULTS OF THIS ASSESSMENT - ALL LIGHTING IN THE DWELLING WILL BE DESIGNED AT 5W/M2 OR BETTER. - ALL LIGHTING ON THE VERANDAH, BALCONY WILL BE DESIGNED AT 4W/M2 OR BETTER. - ALL LIGHTING IN THE GARAGE WILL BE DESIGNED AT 3W/M2 OR BETTER. - ARTIFICIAL LIGHTING AROUND THE PERIMETER OF THE BUILDING MUST BE CONTROLLED BY A DAYLIGHT SENSOR
No. WD000 WD001 WD002 WD003 WD004 WD005 WD006 WD007 WD008 WD009 WD010 WD011 WD012 WD013 WD014 WD015 WD016 WD017 WD018 WD019 WD020 WD021 WD022 WD023 WD024
DRAWING REGISTER TITLE COVER SHEET EXISTING AND DEMOLITION PLAN PROPOSED SITE PLAN GROUND FLOOR PLAN FIRST FLOOR ROOF PLAN ELEVATION ELEVATION SECTION SECTION SECTION DOORS & WINDOW SCHEDULE_UNIT 1 DOORS & WINDOW SCHEDULE_UNIT 2 DOORS & WINDOW SCHEDULE_UNIT 3 ELECTRICAL PLAN_GROUND FLOOR ELECTRICAL PLAN_FIRST FLOOR UNIT 1 INTERNALS UNIT 1 INTERNALS UNIT 1 INTERNALS UNIT 2 INTERNALS UNIT 2 INTERNALS UNIT 3 INTERNALS UNIT 3 INTERNALS UNIT 3 INTERNALS UNIT 3 INTERNALS
SITE CLASSIFICATION AS: CLASS M SOIL REPORT FILE REF. NO: 171310
DESIGN GUST WIND SPEED / WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND / WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS.
W S
N
E
0 .9 78
6 .8 78
5 .7 78
ID R
0 .9 78
3 .8 78
7 .1 83
DOOR GRD
ER TT U G
PALINGS
9 .4 80
6 .1 78
1 .2 78 1 2 . 78
3 .2 78
PALINGS
UNCLASS 6 12 .0 . PIT 78 78
8 09 .0 . 78 78
9 .3 78
6 .3 78
9 .3 78
3 .6 78
6 .8 83
0 .5 79
0 .6 9.6 7 79
9 .7 78
5 .9 78
9 .0 79
2
1 .8 .3 7980
4 .6 79
7 .2 81
7 .3 79
9 .4 79
ER 6 .1 TT 79 GU
ER TT U G
9 .8 0 79 0.3 8
9 0 9 .2 .9 .8 .8809 79 79 79
2 .9 79
2 .2 80
4 .4 79
6 .9 78
7 .9 85
2 .2 4 8800.2
9 .8 78
2 .2 79
6 .7 78
6 .5 79
1 .4 79
6 .7 79
2 .8 79
6 .3 79
5 .4 79
0 .6 79
9 .9 78
1 41 .1 9. 79 7
9 .1 79
GRASS
9 .6 79
9 .3 80
9 .5 80
8 .1 81
9 .7 79
0 .6 79
7 .9 78
FL
PATIO
ER TT U G
4 .5 83
FL
7 .6 79
0 .3 81
8 .9 78
6 .8 .7 79 79 79 . 796 .6 79
2
1 .2 81
4 .0 80
2 .2 80
3 .2 79
0 .8 80
8 .8 8.089 0 8
1 .9 79
2 .8 79
7 .6 80
GRASS
1 .8 79
1 .9 79 7 .8 79
9 .8 79
7 .9 79
3 .2 80
2 .6 78
0 .9 79 63 . 79 8 .5 79
7 .3 79
78
PALINGS .61
1 .7 78
0 .9 78
9 .9 78
7 .9 78
5 .0 79
269^54' 24.38
5 .7 78
9 .7 78
6 .2 79
9 .0 81
PALINGS
0 .9 79
5 .9 79
79
2 .8 79
5 .2 80
0 .6 79
0 .6 79
2 .8 79
2 .7 79 9 .6
0 .9 79
8 .8 79
0 .9 79
0 .9 1 79 .9 79
2 .0 80
5 .0 80
9 .0 80
8 .9 80 4 .9 80
0 .4 81
5 .8 80
7 .9 80
2707
6 .0 81.09 81
2 .1 81
9 .9 80
1 .2 81
1 .2 81
9 .2 81
6 .1 81
9 .9 80
3 .3 .40 81 81
9 .4 81
7 .4 81
9 .1 81
2 .1 81
7 .1 81
8 .2 81
2 .2 80
2 .3 80
GRASS
6 .1 80
9 .1 80
6 .1 80
3 .3 80
7 .4 80
2 .3 80
2 .6 80
1680 7 .3 84
3 .0 80
4 .0 80
8 .9 79
8 .9 79
4 .0 80
1 .5 80
6 .5 80
5 .6 80
9 .7 80
0 .7 80
3 .1 81 2 .0 81
3 .8 83 R E 2 2 .8 TT .7 U 80 80 G 9 7 . 80 2 .8 8 80 7 73 80. . 79 80 0. 3 8 7 . 80 4 .7 80
1 .4 80
81
2 .3 81 8 .3 81
TELSTRA PIT .45
9 .3 681 .1 WATER 1 8 METER
2 .1 81 0 .1 81
5 .0 81
6 .0 81
2 .1 81
1 .1 81
3 .1 80
1 .1 81
6 .2 81
9 .1 81
6 .6 80
2 .0 81
6 .1 81
2 .9 80
5 .8 79
45 .5.6 8080
5 .6 80
4 .6 85
GRASS
6 .3 80
ID R
E G
GARDEN
RAMP
3 .9 80 94 . 80
6 .6 80
8 .6 80
CONCRETE
2 .1 81
0 .9 80 5 .9 80
CONCRETE
GRASS
80
03 9 1. .9 8
INGROUND POOL
2 .9 79
7 .9 79
2 .1 80
9 .8 79
9 .7 79 0 .8 79 7 6 . 79 9 .6 3 9 .4 7 9 7
CONCRETE
2 .8 79
6 .8 79
7 .7 79
3 .8 79
7 .2 81
CONCRETE
99 .8.8 7799
2 .6 79
1296 m`
6 .4 79
8 .9 78
4 .637 7799.
56 ..77 7799
No: 22
PATIO
1 .5 80 7 .6 80
4 .7 80
9 .6 80
SINGLE STOREY BRICK RESIDENCE
1 .2 81
1 .4 80
6 .3 80
7 .2 80
1 .4 80
89^58' 24.38
GRASS
5 .6 85
E G
E G
ID R
ID R
9 .1 79
4 .3 79
0 .2 80
3 .2 80
4 .2 80
GRASS
CHANNEL
E-1: DRAINAGE & SEWERAGE EASEMENT VIDE LP 8324
GRASS
6 .5 78
GRASS
0 .4 79
1
1 .3 80
0 .3 80
9 .2 80
9 .1 80
8 .1 80
CONCRETE
8 .2 80
3 .2 80
9 0 .9 .0 79 80 0 6 .0 .0 80 8.205 80
80
TELSTRA PIT .44
EXISTING SHED TO BE DEMOLISHED
3 .2 78
TPZ 4 .2 78
FL
4 .2 79
GRASS
0 .3 79.17 9 7
5 .9 81
0 .9 79
0 .9 79
9 .0 80
8 .2 80
8 .4 80
3
KERB80.4 AND
T10
3 .2 78
5 .2 78
5 .3 78
0 .5 78
8 .5 78
SRZ
3 .2 78
6 .7 78
5 .6 78
9 .5 78
8 .6 78
8 .6 78
4 .7 78
9 .6 78
3 .5 78
3 .0 79
3 .1 79
5 .6 81
ER TT U G
GRAVEL
FL
7 .7 79
BRICK GARAGE
CONCRETE
5 .8 79
H/BOARD SHED
4 ER .3 TT 79 U G
8 .35 79.1 79
7 .9 78
7 .2 79
0 .3 79
9 .3 79
2 .4 79
79
3 .6 79 6 .4
7 .4 79
0.08
0.09
9 .7 79
1 .8 79
7 .7 79
1 .8 79
5 .7 79
3 .7 79
CONCRETE
2 .7 79
0 .9 79
8 .8 79
CONCRETE
EXISTING INGROUND POOL TO BE REMOVED GROUND TO BE PREPARED
2 .2 78
T17 0.09
0 .7 79
GARDEN
CONCRETE CROSSING 6 .6 79
0 .6 79
9 .8 79
0 .1 80 9 .1 80
9 .7 81
6 .4 81
8 .4 81
TIMBER BOARDS 1 .7 0.07 81
0 .6 81
GRASS
CONCRETE
8 .2 81
ER TT U G
ER TT U G
0 .0 87
PALINGS
0.17
SHED
ID R
E G
ER TT U G
4 .9 81
0 .8 84
2 .8 81
HR WIN GRD & 1ST
DOUBLE STORY
HR WIN GRD
HR WIN 1ST
HR WIN/DOOR GRD
ER TT U G
3 .4 85
HR WIN 1ST
DOOR
HR WIN
. 85
1 .0 85
ER TT U G
ER TT U G
8 .2 82
No: 24
9 .1 82
6 .1 82
8 .1 82
2 .1 82
8 .9 87
ID R
86
H
E G
S S
SPLIT LEV BRICK RESIDENC
HR WIN
DECK
HR WIN
3 .0 85
CONCRETE
ER TT U G
BALCONY 1ST
HR WIN 1ST
CONCRETE CROSSING
CHANNEL
5 .9 81
9 .8 81
DOUBLE STORY
HR WIN 1ST
HR WIN GND
7 .9 86
0 .7 81
1
KERB 81.7 AND
HR WIN GND
ER TT U G
5950
4 .1 83
1 .1 83
2 .2 84
3 .2 84
ER TT U G
2345
3 .0 81
7 .1 81
9 .1 81
3 .3 81
T14
CAR PORT
0.07
0 .2 8.121 2 8 6 .0 82
0.05
0.20
2 .7 79
7 .6 79
4 .6 79
5 .5 79
4 .8 79 3 .9 79
STREET
22 KENNY STREET
KENNY
T9
HR WIN
ER TT U G
1 .3 81
4800
2 .3 82
5785
ROLLER DOOR
0.18
. 79
1 80 6 1 .7 .7 9.7 9. 78 79 7 7
1 .0 79
.7 79
0 .4 79 8 .4 79
WATER9 6 .9 .57 .4 METER 708 79 71 79
T18
T8
HR WIN
HR WIN
HR WIN
DOOR
NH WIN
NH WIN
HR WIN 1ST
HR WIN 1ST
HR WIN 1ST
ER TT U G
8 .3 84
BRICK GARAGE
TILT DOOR
0.21
3 .5 79
7 .4 79
GRASS
3 .3 79
5 .2 79
TPZ
SINGLE STOREY BRICK RESIDENCE
E G
79 TILT DOOR
0 .3 79
8 .2 79 26 . 79
NOT FENCED
CONCRETE CROSSING
CHANNEL
SRZ
No: 13
HR WIN
HIS WALL ARE ECT PROPERTY
OOR GRD IN 1ST
ER TT U G
0 .4 84
NCRETE
6 .6 78
3
PALINGS
KERB 78.7 AND
PALINGS
T19
53.19
80
NCRETE
SRZ
359^58'
SRZ
79
PALINGS
TPZ
T13
0.06
GRASS
TBM: RIVET IN PATH RL 79.60 AHD
SRZ TPZ
EXISTING SHED TO BE DEMOLISHED
1.83
SRZ
GARDEN
1 : 100 TPZ
80
SHELTER
TPZ
SRZ
PIER AND BEAM FOOTING SYSTEM OR SIMILAR TO BE ADOPTED TO ANY PART OF THE BUILDING ENCROACHING INTO THE TREE PROTECTION ZONE OF TREE 15.
PALINGS 0.01
EXISTING BUILDING TO BE DEMOLISHED
0.03
SRZ
PALINGS
TPZ
1.83
EXISTING AND DEMOLITION PLAN 81 GRASS
CONCRETE CONCRETE
GRASS GRASS
T4
CONCRETE
T6 GRASS
0.03
T6 TPZ
0.03
T3
SRZ
PALINGS
T1 SRZ
SRZ
53.16
SRZ TPZ
179^58'
TPZ TPZ
PALINGS
82
1
T2
TPZ
LEGEND
H.W - HABITABLE WINDOW W
ENCROAHMENT OF BUILDING INTO THE TPZ OF TREE 15 (113m2) IS 6.2m2 OR 5.5% TPZ
TPZ
SRZ
SRZ
T15
APPROXIMATE SEWER DRAIN LOCATION
T20
SRZ
T16
TPZ
- NON HABITABLE WINDOW
FR.W - FROSTED WINDOW
RWT - 2000L RAIN WATER TANK
GAS - GAS METER WM - WATER METER
MAIL - MAIL BOX
BINS - ALLOCATED BIN AREA CL - ALLOCATED CLOTHES LINE AREA GB - GARDEN BED - EXISTING STRUCTURE TO BE DEMOLISHED - EXISTING TREE/VEGETATION TO BE DEMOLISHED
TREE 1 EXISTING TREE TO BE RETAINED TREE IDENTIFICATION NUMBER MENTIONED IN THE STRUCTURAL ROOT ZONE ARBORIST'S REPORT TREE PROTECTION ZONE
G ID R 8 .9 87
HR WIN 1ST
3 .4 85
HR WIN GRD & 1ST
0.17
ID R
UNIT 3
CAR PORT
HR WIN
HR WIN
HR WIN
No: 13
ID R
E G
7 .1 83
GLE STOREY BRICK ESIDENCE
HR WIN
DOOR
NO: 13 SINGLE STOREY BRICK RESIDENCE
PALINGS
0 .6 79
16845
5 .0 79
BOUNDARY 269°54' 24.38m
6 .2 79
22415
UNIT 3
7 .9 78 0 .9 78
5 .7 78
PALINGS .61
78
5570
RW 440mm PALINGS 6 .3 HEIGHT 78 9 .4 80
500
TPZ
1.8m PALING FENCE
2 .2 78
DP
12312
UNIT 2
3 .2 78
6 .1 78
1 .2 78 21 . 78
3 .2 78
8200
1000
NH WIN
9 .9 78
78 9 .3 78
8 09 .0 . 78 78
UNCLASS 6 12 .0 . PIT 78 78
4 .2 78 5 .2 78
5 .3 78
3 .2 78
3612
FFL 78.70
PALINGS
12568
RW 750mm HEIGHT
RL: 78.80 DP RW 690mm HEIGHT
SRZ
T16
0.09
1000
1 .7 78
6 .7 78 6 .5 78
5730 9 .3 78
3 .5 78
T17
5570
7 .3 84
3 .0 80 7 .3 79 3 .2 79
9 .8 78 3 .6 78
6980
UNIT 3 GARAGE
TPZ
0 .5 78
8 .5 78
RW 770mm HEIGHT
APPROXIMATE SEWER E-1: DRAINAGE R.L 78.660& SEWERAGE EASEMENT VIDE LP 8324 DRAIN LOCATION 9 .7
RWT
0 .6 79 8 .9 78 7 .9 78
8 .9 78 9 .9 78
6 .9 78
1260 GRASS
9 .7 78
T18
SRZ 9 .5 78
5 .6 78 9 .6 78
2140
WIN
ARE ERTY
PALINGS
1 .1 83
9 .7 79 0 .8 79 7 6 . 79 9 .6 3 9 .4 7 9 7 2 6 .8 .7 79 79 79 . 79 6 .6 79 4 .637 7799.
56 ..77 7799 1 .4 79
6 .7 79 1 4 .1 9. 79 7
1:4 FALL
8080
8 .6 78
6 .7 78 8 .6 78
4 .7 78
7 .9 78
RW 790mm RW 770mm RW 740mm HEIGHT HEIGHT HEIGHT
NH WIN
HR WIN 1ST
HR WIN 1ST
DOOR GRD
ER TT U G
1600
BIN
GROUND FLOOR AREA(sqm) GARAGE/CARPORT(sq m) PORCH(sqm) UPPER FLOOR AREA(sqm) TOTAL BUILDING AREA
GARDEN SPACE(%) :
T20
SEWER MAIN
1296m ² 609m² UPPER FLOOR AREA(sqm) : 280 AREA(sqm) : m² 148 : VEHICLES COMMOM HARD AREA(sqm) m² PERVIOUS SURFACE AREA (sqm) : 539 41.59 PERMIABILITY(%) : m² % 648m² / SITE COVERAGE : UNIT UNIT 150.00%
SITE AREA(sq) : BUILDING GROUND: FLOOR AREA(sqm)
SECLUDED POS(sqm) OTHER OPEN SPACE(sqm) TOTAL POS(sqm)
DP
UP
ER TT U G
0.07
PIT 6 TL:78.80 IL:77.8 0
1 .3 81
2500
4858
1:4
3102 5 .9 78 FL
4980 2 .3 82
3 .0 79
8 .35 79.1 79 0 .2 8.121 2 8 6 .0 82
UNIT 1
2500
RW 910mm HEIGHT
E G
79 0 .9 79 63 . 79 8 .5 79 1 .8 79
1 .9 79 7 .8 79 2 .8 79
6 .8 79
470
9 .1 79
1320
7 .2 81
4 .2 79
6905 7 .2 79
1275
RW 660mm HEIGHT
2400
9 .7 79 6 .5 79 6 .3 79
1
S W
ER TT U G
9 .4 79 0 .5 79 4 .3 79
2 .4 79
7147
RW 560mm HEIGHT
5450
2 .7 79 9 .6
0 .9 79 0 .9 79
8 .8 79
9 .8 79
1 .9 79
9 .8 79
2 .6 78 2 .9 79 99 .8.8 7799
6 .4 79
9 .1 79
E N
0 .3 79
T19
SRZ
15399
HR WIN 1ST
0
0 .9 78
SRZ
9 .3 79
3 .6
79 6 .4 9 7
7 .4 79
0.05
0.20 ROLLER DOOR
SRZ
SRZ
2715
FFL 78.85 SRZ
APPROXIMATE SEWER DRAIN LOCATION
1680
PORCH
TPZ
RL: 78.80
TPZ
PEBBLE PAVE PERMEABLE PAVING
T15
2480
8 .3 84
BRICK GARAGE
TILT DOOR TILT DOOR
TPZ
NO: 20 DOUBLE STOREY BRICK RESIDENCE
1 : 100
RW 990mm HEIGHT
2 0 .6 9.6 7 79
4 .6 79
1465
11 .8 .3 7980
865 5285
4685
TPZ
SRZ
DEVELOPMENT SUMMERY
R.L 78.990
FFL 79.00
PIT 5 TL:78.80 IL:77.8 5
FALL
2055
4 .0 80
8 .9 79
2 .8 79
2 .8 79
RWT 1800mm HIGH INTERNAL TIMBER 0 RETAINING WALL FENCE .9 AND 79 1950mm HIGH PALING FENCE(TYP)
5390
0 .9 1 79 .9 79
5 .9 79 2 .8 79 7 .6 79
FFL 79.16
MB
79
FFL 79.83 DN
DP
CL - ALLOCATED CLOTHES LINE AREA GB - GARDEN BED
ER TT U G
8 .9 79
4 .0 80
6 .1 80
2060
3765
3 .8 79
7 .7 79 2 .6 79
5 .4 79 4 .3 79
2 .2 80
1 .3 80
0 .3 80
9 .2 80
0.18
1 .0 79
0.21
4952
PROPOSED SITE PLAN
PORCH
3.0m WIDE CONC. DRIVEWAY. CHARCOAL FINISH
BOUNDARY 359°58' 53.19m 1305 720
NOT FENCED
4 .1 83
0 .0 87 ER TT U G
3 .2 84 ER TT U G 9 .0 80
7 .9 79 7 .9 79
FENCE
8 .1 81
0 .2 80
UP
RW 900mm 1:16 HEIGHT 1:16 GRADIENT
TPZ
1 80 6 1 .7 .7 9.7 9. 78 79 7 7
0 .7 79
GARDEN
2 .7 79
7 .6 79
1000
DP
FIRST FLOOR WALL ALIGNMENT
2935
2 .224 8800.
735
DP
DP
0 .9 79
9 .8 0 79 0.3 8
8 .2 80
2 .9 79
9 0 9 .2 .9 .8 .8809 79 79 79
3 .2 80
T4
SHED
DOUBLE STORY
HR WIN GRD
HR WIN 1ST
2 .2 84
5735 1233 2440
RWT
2515
2000 3 .2 80 2 .1 80
2 .2 80
1 .2 81
UNIT 2 GARAGE
9 .1 80
8 .1 80 4 .6 79 . 79 .7 79
0 .3 79
HR WIN/DOOR GRD
BALCONY 1ST
HR WIN 1ST
DOUBLE STORY
HR WIN 1ST 2 .1 81
FIRST FLOOR WALL ALIGNMENT
9 .3 80
7 .2 80
1 .4 80
9 .5 80
RETAINING WALL AND 1800mm HIGH PALING FENCE(TYP) 1800mm HIGH INTERNAL TIMBER
4462
CLOTHES LINE
3 .1 81 2 .0 81 9 .9 80 7 .9 80
7 .6 80 1 .2 81
4 .7 80
BOUNDARY 89°58' 24.38m
WATER9 6 .9 .57 .4 METER 708 79 71 79 3 .5 79
7 .4 79
2500
720 1180
RW 760mm RL: 80.07 RW 900mmPIT 2 HEIGHT HEIGHT TL:80.03 RL: 80.03 IL:79.5 RL: 80.00 3 RL: 80.07
WATER METER
DEC FFL K 79.16
675
MB
DP
T3
PRIVATE OPEN SPACE 117m2 R.L 78.990
UNIT 3
FFL 80.00 735
T10 CLOTHES LINE
DP
DP
0 .9 78 6 .8 78
1340
FFL 79.65
3 .2 80
4 .2 80
CONCRETE 9 0 .9 .0 79 80 0 6 .0 .0 80 8.205 80 0 .9 79 2 .7 79
RL: 79.74
LETTER BOX
GRASS
2500
2760
8235
CONCRETE CROSSING 3 .8 78
3610
T9
BIN
FIRST FLOOR WALL ALIGNMENT
80
T8
FLOOR DRAIN
DP
0 .6 79
7 .1 81
3 .0 81
9 .1 81 9 .1 81
6 .6 80
8 .8 8.089 0 8 9 .6 80 80 9 .0 80
0 .6 79
6 .6 79
CONCRETE CROSSING
0 .9 79
8 .8 79
9 .8 79 5 .5 79 3 .3 79 5 .7 78
HR WIN GND
7 .9 86
ER TT U G
ER TT U G
8 .2 81 7 .1 81
8 .2 81
80
03 9 1. .9 8
HR WIN GND
ER TT U G
6 .1 81 9 .0 81
CONCRETE
GRATING DRAIN
1 .1 81
6 .2 81
9 .1 81
3 .3 81
6 .4 81
8 .4 81
3 .3 .40 81 81
METER
0 .4 81
7 .4 81
81
9 .4 81
TELSTRA PIT .45
GRASS TELSTRA PIT .44
8 .4 80
8 .2 80
1900
DP
8 .2 79 26 . 79
CHANNEL
FFL 80.50
DEC K
FFL 79.95
UNIT 2
BINS - ALLOCATED BIN AREA
RW 1126mm HEIGHT
3 .2 78
ER TT U G 0 .8 84
4 .9 81 0 .6 81
GRASS
9 .7 81
TIMBER BOARDS 1 .7 0.07 81
0 .7 81
CHANNEL 3
KERB80.4 AND CONCRETE
600 3 .7 78 AND
UNIT 1
DP
79
KERB
DOOR
HR WIN
HR WIN
DECK 3 .0 85 ER TT U G
5 .9 81
9 .8 81 2 .8 81
1
2120
RL: 79.74 RW 460mm HEIGHT RL: 79.70
0 .4 79 8 .4 79 5 .2 79
SPLIT LEV BRICK RESIDEN
No: 24
HR W
E TT U G
85 ER TT U G
9 .1 82
CONCRETE
CONCRETE CROSSING
6 .1 82
8 .1 82
8 .2 82
2 .1 82
CHANNEL KERB 81.7 AND CONCRETE
2 .3 81 8 .3 81 0 .9 80 5 .9 80
3782 720 2350 727
0 .1 80 9 .1 80
1990
4 .8 79 3 .9 79
19772
UNIT 1
3752
SRZ
T1
TBM: RIVET IN PATH RL 79.60 AHD
DEC K
FFL 80.35
DP
PALINGS
22 KENNY STREET KENNY
PRIVATE OPEN SPACE 64m2 FFL 80.03
FFL 80.33
RETAINING WALL HEIGHT ACCORDING CLOTHES LINE TO STRUCTURAL ENGINEER SPECIFICATIONS PRIVATE OPEN SPACE 79m2 RL 79.95
RETAINING WALL HEIGHT ACCORDING TO STRUCTURAL ENGINEER SPECIFICATIONS
BIN
PALINGS
TPZ
1
RW 1280mm HEIGHT
DP
81
2308
T14
BOUNDARY 179°58' 53.16m
UNIT 1 GARAGE
PORC FFL H 80.40
7007
PALINGS
5850
CONC. DRIVEWAY.
T2
80
STREET
T6
1000
0.06
0.03
LETTER BOX
SRZ
RETAINING WALL HEIGHT ACCORDING TO STRUCTURAL 1:11 ENGINEER SPECIFICATIONS
4700
1.83
WATER METER
5533
MAIL - MAIL BOX
SRZ
PALINGS 0.01
T6
2335
GAS - GAS METER WM - WATER METER
0.03
SRZ
2500
RWT - 2000L RAIN WATER TANK
TPZ
1000
- NON HABITABLE WINDOW
FR.W - FROSTED WINDOW
PALINGS
SRZ
6404
W
TPZ
UNIT 2
TPZ
SRZ
T13
1.83
TPZ
6460
12568
H.W - HABITABLE WINDOW
ENCROAHMENT OF BUILDING INTO THE TPZ OF TREE 15 (113m2) IS 6.2m2 OR 5.5%
0.03
TPZ
UNTI 1
TPZ 1230
1305
2500
PALINGS
NEW 3.0m WIDE CONCRETE CROSSOVER TO VICROAD DETAIL. THE EDGES OFTHE CROSSOVER ANGLED AT 60° TO THE EDGE OF THE ROAD FOR THE FIRST 3.0m FROM THE EDGE OF THE READ
15399
SRZ
PALINGS
82
A CORNER SPLAY OR AREA AT LEAST 50 PER CENT CLEAR OF VISUAL OBSTRUCTIONS EXTENDING AT LEAST 2 METRES ALONG FRONTAGE BOUNDARY FROM THE EDGE OF THE EXIT LANE AND 2.5 METRES ALONG THE EXIT LANE WITHIN THE SITE, TO PROVIDE A CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH ALONG FRONTAGE.
LEGEND
PIER AND BEAM FOOTING SYSTEM OR SIMILAR TO BE ADOPTED TO ANY PART OF THE BUILDING ENCROACHING INTO THE TREE PROTECTION ZONE OF TREE 15.
TPZ
182 m² 38 m² 7 m² 109 m² 336 m² 64 m² 187 m² 251 m²
UNIT 2 3 133 162 m² 37 m² m² 38 m² 3m² 3m² 104 67 m² m² 277 270 m² 126 93 m² m² m² m² 27 9 m²
102 m² 41.59 %
153m²
FINISHES LEGEND
W06 1GF
WT-02
W07 1GF
EF
AJ
W08 1GF
UP
FFL 79.83 DN
DP W01
DP
2GF
W02 2GF
D01 3GF
L CO
PORCHW03 TIL-02
WC
SHR D02 L L CO 3GF CO
3500
AJ
WT-05
DP D03 3GF
6260
W03 2GF
UP AJ
1718
3
5500
5500
4550
5500
FFL 78.56
D18 3GF
1305 720 1190 800 2000
250
PORCH 1305 250
1642
W 2895
90
ENTRANCE 3590 90
M.BEDROOM 1305 720 250 2870 ENS 1305 720
900 420 1020 900 793
90
W 2602
W 90 998 90
STAIR 90 1902 90 610 995 90 WIR 1902
LINEN 90 1695 90
WIR
P'DR
3000
1434
766 900312 900315 900 765
FAMILY 6137
250 250
THEATRE ROOM 4862 250 1275 1275
365
D 5500
230
D 1520 90
250
STAIR 6498
PASSAGE 90
250
LOUNGE/ENTRY 4358 250 LOUNGE 4858
2140 PORCH 2140
15399
12568
OVERALL
OVERALL
GARAGE 5500 GARAGE 5570
475 900 892 900 W
230
W
250
3745
250
BED 2 3745 BED 2 3592
1814
DP
89 2
90
2357
1480
2702
90 1099 90 1890
245
STORAGE LINEN 90 2366 90 3074
250
WIR 3500
250
1370 90
PORCH 5570
1940
90
ENS
5092
6490
5092
6720 12312 OVERALL
MASTER BED 230 500
UNIT 2 DIMENSION
UNIT 3 DIMENSION
ROOF LEGEND DP
500
SP
O
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES.
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
E
1 : 100
W
S
N
1
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
GROUND FLOOR PLAN
OVERALL
22496
LAUNDRY 12026
DP 500
6740
D 90 1200 82190
230
5030
W W 4978
W 6134
131 1458 551 175
250
W
THEATRE ROOM 7147
4952
1275
DP
230
WD010
BOUNDARY 359째58' 53.19m
1 A001
ELEVATION NUMBER SHEET NUMBER
FS FF L FCL L NGL PL HTR A/P I.O S.I PIT J. PIT
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL
O.F COL
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
ELECTRICAL METER BOX
PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK FLOOR WITHINWASTE OR CLOSE PROXIMITY TO HABITABLE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL ROOMS DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. 1-B WD008
TYPICAL WALLS: - 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
CON
GARAGE
4900
330 FAMILY 9300
90 DINING 4400
DINING STR PDR 2190 90
90 2292
90
90
W D 90
BED 2 ENS/WIR 90 148590 100190910 90 1100
4606
W
250
W04 3GF
2292
1948
TB
EF VBT
3673
3952 900 1800 828 496 900
W05 3GF
MASTER BED
ENS
AJ
5092
D06 3GF
D05 3GF
UP
3GF RB
5402
DRESSING TABLE
1
L CO
WIR
7 8
D04 SA
FFL 79.00 TIMBER POST
OVERHEAD CUPBOARD
KITCHEN ING
5 6
WIR
W02 3GF
MB
TIL-01
WT-02
4
3GF
W01 3GF
PORCH
3
MASTER BED
W10 2GF
AJ 2
ENTRY
DP
W06 3GF
330
250 D02 2GF
STORAGE
D09 3GF
W01 GF
TIMBER FRAMING SCHEDULE
90 1373 90
577
MB
LAUNDRY
EF WC
UP
UNIT 3
BED 2
D07 3GF
SA
F.W
3213
TB
D13 3GF
F L CO
FB L D08OL C CO 3GF
4270
D01 2GF
AJ
OP CE IL
1556
2355
KITCHEN
TB
SA
LOUNGE
D15 3GF
PANTRY
18 17 16 15 14 13 12 11 10 9
2776
ENTRY TB
391
FT-02
L CO
DP W10 1GF
W09 1GF
WT-05
D11 3GF
D14 3GF
EF
P'DR
D12 3GF
C
EF
WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm ACRYLIC POLYSTYRENE CLADDING. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS WITH 30mm VERTICAL TIMBER BATTEN & 18mm VERTICAL URBANLINE EUROCLAD. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SMOKE ALARM - REFER TO GENERAL NOTES SWITCH. WINDOW/DOOR NUMBER FLOOR LEVEL
T.O. STUD TOP OF STRUCTURAL STUD WALL GARDEN BED GB SEWER STACK RISE - TO BE VERIFIED WITH S.S
GARAGE 5570
AJ
W09 2GF
ENS
1200
D10 FB 3GF OL
WT-05
W07 3GF
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER THICK WALLS.LOAD BEARING DOUBLE BRICK 230mm
M.B
90
TIL-01
FFLFB80.00
L CO
GATE
TB
P'DR
FFL 79.65
WIR
TB
L CO
AJ
250
VBT WC
DP
FFL 80.80
CON
UNIT 2
AJ
STORE
THEATRE ROOM 1327
TB
VBT
D08 1GF
L CO
SHR WC
FB
L CO
WT-05
R.L 78.990
1852
TIL-01 EF WC
W05 1GF
UP W11 1GF
UP
FB
1000
GARAGE
VBT
L CO
DW
DINING
DP
1250
B
D05 1GF
WT-05
OUT LINE OF FIRST FLOOR
LIVING
AJ
UP
L CO
BOUNDARY 269째54' 24.38m
WIR
ENS
D07 FB 1GF
L CO D04 2GF
L CO
D03 2GF
5500
TB
9 8 7 6 5 4 3 2 1
D06 1GF
L CO
1307
DP
D03 1GF
D04 1GF
WT-05
L CO
FB
W04 1GF
3606
AJ
10 11 12 13 14 15 16 17 18
TB
LINEN
TB
TB
TIL-01
L D05 L CO 2GF CO
WT-05
M.BED ROOM
WT-02
W03 1GF
P'TRY
W
FAMILY
FAMILY
TB
FB L CO
DR
2440 2000 AJ
7
WD008
TIL-01
DINING
L CO
L CO
R.L 78.660
1-A
AJ
P'DR
2GF
FB
W
RB DP
16 15 14 13 12 11
LAUNDRY
W08 2GF
WC
AJ
W08 3GF
LINEN
1 2 3 4 5 6
D07 2GF
DP
745
D16 3GF
1179
FB L CO
EF
L CO D06
W10 3GF
WT-05
UP D02 1GF
L CO
W05 2GF
RB
VOID ABOVE
FFL 80.40
W12 1GF
OUT LINE OF FIRST FLOOR
FAMILY
AJ
L CO
1098
UNIT 1
SA
L CO
W09 3GF
D17 3GF
DECK
FB
W04 2GF
STORAGE
FB
TB
WT-02
6m3 STORAGE
F
REACREATIONAL ROOM
L CO
AJ
L CO
PRIVATE OPEN SPACE 117m2
WT-02
TIL-02
DINING FB
TB
D01 1GF
RB
RB
FB
W07 2GF
TB
F L CO
ENTRANCE
PORCH
3798
D
TB
L CO
W13 1GF
R.L 78.990
6000
RB
W
TB
DW
AJ
D08 2GF
FB
L CO
3452
KITCHEN
AJ L CO
L CO
1GF
AJ
D12 1GF
PANTRY
DP
AJ
4810
WT-02
2100
LAUNDRY 510
6m3 STORAGEDP
DP
TD
WT-05
TB
TIL-01
W06 2GF
D09 2GF
FFL 79.95
1160
W
LOUNGE
L CO
L'DRY
WT-05
WT-02
W
W01 1GF
L AJ CO
D10 1GF
D11 1GF
TD D09
6m3 STORAGE AJ
AJ
DECK
6304
FFL 80.35 WM
W02 1GF
5533
DECK
1305
W
DECK DINING 2411000 1200 580 1200 450 250 1868 STORE FAMILY 500 1200 580 1200 1000241
DP
1990
5780
D
FFL 80.33
MB
600
FAMILY 5663 THEATRE ROOM 2501102 90
5663 LINEN 90 P'DR 3324 250
CON
PRIVATE OPEN SPACE 64m2
OUT LINE OF FIRST FLOOR
570 5030
GARAGE 250 KITCHEN 3733
PANTRY L'DRY 4182 90 90
90 LOUNGE 99 90 1945 90 1957 90 4736 WIR 90 2032 2220 250
GARAGE
D13 1GF
GRATING DRAIN 2000
GARAGE 5780
GARAGE 5780
GARAGE 5780 90 LOUNGE 3930 90 PORCH 4988 M.BED ROOM 3742 ENS 600 250
5620 600
BOUNDARY 89째58' 24.38m
250
1900
90
3980
250
2350
250
3930
250
5850 4430
330
WT-05
PRIVATE OPEN SPACE 79m2 RL 79.95
NG ILI CE OP DR
2350
PANTRY 4875
1885
D
AJ
G IN
4480
P'DR 178
90
WT-07
IL CE OP
1990
PASSAGE 4450
WIR
2217
D14 1GF
DR
OVERALL
250
ENS 2129
90
DP
AJ
6000
19700
W
75
2405
BOUNDARY 179째58' 53.16m
230
230
230
230
D
FAMILY 4700
PASSAGE 90 1200 90
90
625
P'DR PASSAGE 4450
250
LIVING 1855 90 1800
250
LAUNDRY P'TRY 1130 900 1312
250
FAMILY 7107
4400
1958
FAMILY 5570
330510
90
6460
STORAGE P'DR PASSAGE 90 1350 90 1400 90 1520
LIVING/DINING 3835 1200
4295
2000
DINING/FAMILY 1329 4450
250
250
250
90
250
REACREATIONAL ROOM 5570 250
6757
3403
7222
250
250
250 1718 90 1590 90 1400 90 1520
250
4900
250
4200
4870
DECK 5054 DINING
250
17380
ENTRANCE
7617
14278
PORCH 1305 1230
L'DRY/P'TRY KITCHEN 90 90 292 1218 782
250
SA SHR TB TD TIL-01 TIL-02 VBT WC WM WT-01
KITCHEN 4035
2000
LOUNGE 3205
2860
100
510
90
3900
6304
4875
LOUNGE
GARAGE 90 1600 90
1305 250 250
230
7007
6000
6000
4700
LOUNGE 1852 230
1230 230
OVERALL
7867
1250
1305
OVERALL 6404
250
6460
3916
1230
P'TRY 2548
OVERALL 1305
FT-02
12392
900 420 820
12568
LOUNGE 1250 250 3020
15399
1020 588 900 910 900
WD010
OVERALL
WD009
FAMILY
WD009
CON DP EF
GARAGE
1
1852
2
PORCH 1250
1
DRAWING LEGEND
DESCRIPTION ARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION AND ACCORDING TO AS2870. CONCRETE FINISH. DOWN PIPE CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT FLOOR TYPE 2. TIMBER FLOORING ON TIMBER SUBFLOOR TO STRUCTURAL ENGINEERS DRAWING AND SPECIFICATION. SMOKE ALARM (INTERCONNECTED) SHOWER. REFER SPECIFICATION AND SCHEDULES. TIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TIMBER DECKING TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 2. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WASHING MACHINE. REFER SPECIFICATION AND SCHEDULES. WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WALL TYPE 2. 250mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 50mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WALL TYPE 5. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WALL TYPE 7. 250mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. APPROVED WATERPROOFING MEMBRANE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. 190mm CONC BLOCK WALL. 50mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BLOCK COLOUR TO SPECIFICATION AND SCHEDULES.
REACREATIONAL ROOM
TAG AJ
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
SCHEDULE OF FINISHES
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT FLOOR/CEILING FINISHES: MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF TB.01 - DENOTES SELECTED FLOOR BOARDS. STRUCTURES & FIRST FLOORTIMBER JOIST SYSTEMS. ALL WALL & ROOF CON DENOTES CONCRETE FINISH. BRACING AS PER ENGINEERS DETAILS & SPEC. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
1. FOOTING AND SLABS TO BE IN ACCORDANCE WITH AS 2870 2. MECHANICAL VENTILATION IS TO BE IN ACCORDANCE WITH AS 1668.2 3. BALUSTERS IN BALUSTRADES MUST NOT ALLOW 125MM SPHERE TO PASS 4. GLAZING TO BE IN ACCORDANCE WITH AS 2047 5. ALL GLASS IN DOORS TO BE GRADE A SAFETY GLAZING NOTE 6. ALL BATHROOM AND ENSUITE WINDOWS ARE TO BE GRADE A AREA BEHIND HOT PLATES (IN KITCHEN) ARE TO BE CONSTRUCTED SAFETY GLAZING WITH NON-]COMBUSTIBLE MATERIALS. WINDOW 7. ALL RANGEHOOD AND EXHAUST FANS TO BE VENTED OUTSIDE 200MM FROM HOT PLATE ARE TO BE OF TOUGHENED GLASS AND GRADE A SAFETY GLAZING.
FINISHES LEGEND TAG DP DP & S EF
1368
4651
1368 165
4321
150
9879
11884
6817
OVERALL
OVERALL
OVERALL 6062
3860
90 1200 90
BEDROOM 50 2740
3004 VIOD
P'DR 1200
577
2480
165
652
BATHROOM 2570 165
READING AREA
3632 90
RETREAT 3062
165
RETREAT
3542
577
282STAIR 900 1390
7010
90
3000
2219
BEDROOM 90 110690
665
90
3590
1831
830
165 590
BEDROOM 90 3065
755165
165
W
W
W
W
90 500 90 2023
BEDROOM 3227
165
LINEN ENS 160 900 335 900 770 900 1000 900 1020 900285665
W
3028
165
TIL-01
ROBE BATH 2290 90 954165
RETREAT 830 981 900
W
SA SHR TB
TRH WC WT-03
4180
W
1
2
1
WD009
WD009
WD010
BOUNDARY 179°58' 53.16m
WT-04
DP
WT-05
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.LOAD BEARING DOUBLE BRICK 230mm THICK
DOWN PIPE DOWN PIPE WITH SPREADER CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SMOKE ALARM (INTERCONNECTED) SHOWER. REFER SPECIFICATION AND SCHEDULES. TIMBER FLOOR BOARD. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WALL TYPE 3. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO SPECIFICATION AND SCHEDULES.
EF
SA W01 GF
1 A001
WALL TYPE 4. 150mm TIMBER CLAD WALL. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS.20mm VERTICAL TIMBER BATTEN.40mm HORIZONTAL URBANLINE EUROCLAD. TIMBER COLOUR TO SPECIFICATION AND SCHEDULES. WALL TYPE 5. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.
1°
W11 2FF
TB
11922 W12 2FF
1°
W13 2FF
BATH OVERALL
ROBE STAIR LINEN 11385
ROBE 3935
BEDROOM 1189 90854 90 3080 RETREAT 2076 90
W 4469
1800
OVERALL
11526
90
ENS 2201
O.F COL
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
165
165 W
4331
3935
BEDROOM 3190
900 320
165 3087
LINEN 90
1871
90
3910 90 90 90 475475 106190
W 6541 W
177 900 849
BEDROOM 3100
165
165 DP
DP & S
900 1049
3265 W14 3FF
W13 3FF
SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
ELECTRICAL METER BOX
F.W
BEDROOM
D09
TIL-01 2FF
300mm WIDE BOX GUTTER
BEDROOM
3675
W12 3FF
W 165
W11 3FF
W15 3FF
BEDROOM STAIR 3085 90 500 90 2001 90 1174 90
EF
D23 3FF
TB
W 2561
ENS
ROBE
BEDROOM 3177
W23 3FF
8
2958
D22 3FF
WC
B
6 7
SA
M.BEDROOM 3033 90
W15 2FF
FFL 82.16
W16 3FF
WIR 4930
TB
W14 2FF
18 17 16 15 14 13 12 11 10 9
ENS
MASTER BEDROOM
4585
DN
RETREAT
W22 3FF
1°
SHR
950x1260
SA
67 m2
220 308 900
W16 2FF
D20 3FF
UNIT 3
W21 3FF
TIL-01
BOUNDARY 269°54' 24.38m
TB
1°
TOWEL RAIL TRH
DOUBLE SHOWER
WC
W17 2FF
D10 2FF
TB
W18 2FF
DP & S
BEDROOM
D13 2FF
ROBE WT-05
DP & S
ROBE
300mm WIDE BOX GUTTER
DP & S D12 2FF
D21 3FF
W24 3FF
ELEVATION NUMBER
T.O. STUD TOP OF STRUCTURAL STUD WALL GARDEN BED GB SEWER STACK RISE - TO BE VERIFIED WITH S.S
165
DP & S
6000
EF
BATHROOM
90
WT-05
LINEN
D11 2FF
9 8 7 6 5 4 3 2 1
TIL-01
W20 3FF
3920
WC
WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm ACRYLIC POLYSTYRENE CLADDING. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS WITH 30mm VERTICAL TIMBER BATTEN & 18mm VERTICAL URBANLINE EUROCLAD. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SMOKE ALARM - REFER TO GENERAL NOTES SWITCH. WINDOW/DOOR NUMBER FLOOR LEVEL
FS FF L FCL L NGL PL HTR A/P I.O S.I PIT J. PIT
M.B
165
W22 1FF
1°
DP
LINEN SA
ENS
EF
TB
538 900 828 900 868
W21 1FF
W30 2FF
D15 SA 2FF D14 2FF
BEDROOM
5729
150
1°
TB
D19 2FF
FFL 83.00
WIR
D16 2FF
90
B
W 90 1615 90 1405 40
D16 1FF
107 m2
W28 2FF
DP & S
ROBE
D18 2FF
D19 3FF
W17 3FF
2958
ROBE
D15 1FF
UNIT 2
90
DN
BEDROOM
TB
D17 2FF
WT-03
W19 3FF
TB
10 11 12 13 14 15 16 17 18
W29 2FF
TB
DP & S
DP & S
D17 1FF
BEDROOM
W19 1FF
W20 1FF
SA
DP & S
1FF
WT-03
W18 1FF
D14 1FF
BEDROOM
DP
W18 3FF
DP & S
W23 1FF
8 9 10
165
90
DP
300mm WIDE BOX GUTTER
ENSUITE
1°
TB
TIL-01 900x900 SHR D13 WT-05
1°
300mm WIDE BOX GUTTER
300mm WIDE BOX GUTTER
10100
W17 1FF
RETREAT
13 12 11
4 5 6 7
6197
W27 2FF
W19 2FF
DP & S
FFL 83.50
DN
6849
90
109 m2
16 15 14
W24 1FF
90
UNIT 1
TB
WC EF
WT-05
W20 2FF
TB
DP & S
READING AREA
W26 2FF
RETREAT
WT-03
D18 1FF
BEDROOM
ROBE
TIL-01
300mm WIDE BOX GUTTER
VI OD
W16 1FF
W25 2FF
BATHROOM
SA
DP & S
W
SHR D19 1FF
W21 2FF
5415
W23 2FF
300mm WIDE BOX GUTTER
1°
DP & S
DP & S
D20 1FF
900X1200
300mm WIDE BOX GUTTER
DP & S
W24 2FF
300mm WIDE BOX GUTTER
EF
W22
DP & S 2FF
DP & S
W15 1FF
3
W
B
P'DR
90
DP & S
WT-03
TB
ROBE
300mm WIDE BOX GUTTER
BEDROOM
1° 1°
W25 1FF
ROBE
300mm WIDE BOX GUTTER
W W W
W14 1FF
1°
W
BATHROOM 1245 2701100 600 1100 495 BEDROOM RETREAT 315 1200 350 1100 543 1100 290 1140 1525
P'DR 2507 165 RETREAT 4898 ROBE 3035
90
ENSUITE BEDROOM 1995 901040 165
90
3033
4958
90
WD008
165
2670 2140
90
VIOD 5905
90
90
90
BEDROOM 1500 165
165 3930
3622 OVERALL 3792
12373
UP
DP
PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK FLOOR WITHINWASTE OR CLOSE PROXIMITY TO HABITABLE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL ROOMS DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND 1-B WD008
DP SP
O
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES.
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TIMBER FRAMING SCHEDULE UNIT 2 DIMENSION
UNIT 3 DIMENSION
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
3
TYPICAL WALLS:
WD010
BOUNDARY 359°58' 53.19m
316 700 1196 150
5222
1000 1030 1000 265
W 1805
6548
ENSUITE 1196165 4493
90 90 600 510 90
111991
1196
BEDROOM
W
W 165 3330
BEDROOM
9533
90
900 90
165
90
W
325 900
DP
1375 559
1525 466 826 900
W 2485
90
WIR 2485
MASTER BEDROOM 90 3325 150
ENS
MASTER BEDROOM 6140
3325
W
90 600 90
10728
10642
OVERALL
OVERALL
W
1610 3632
BEDROOM 4426 4351
900115 W
90
687 165 165
900
1473
W 2895 RETREAT 2985
3831
5518
90
90103690
6892
165 165
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
FIRST FLOOR PLAN 1 : 100
E
DENOTES OBSCURE GLAZING TO 1.7m AFFL
S W
1
2450
BEDROOM 3831
2985
954165
ROBE 3576
165
OVERALL
N
BOUNDARY 89°58' 24.38m 1-A
DP
DP & S
300mm WIDE BOX GUTTER
1°
DP
DRAWING LEGEND
DESCRIPTION
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. 1. FOOTING AND SLABS TO BE IN ACCORDANCE WITH AS 2870 NOTE: 2. MECHANICAL VENTILATION BE IN ACCORDANCE REFER TO SRUTURAL ENGINEERIS&TOTRUSS/FLOOR STRUT WITH AS 1668.2 MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF 3. BALUSTERS&INFIRST BALUSTRADES MUST NOT ALLOW 125MM SPHERE TO STRUCTURES FLOOR JOIST SYSTEMS. ALL WALL & ROOF PASS BRACING AS PER ENGINEERS DETAILS & SPEC. 4. GLAZING TO BE IN ACCORDANCE WITH AS 2047 5. ALL GLASS IN DOORS TO BE GRADE A SAFETY GLAZING NOTE 6. ALL BATHROOM AND ENSUITE WINDOWS ARE TO BE GRADE A AREA BEHIND HOT PLATES (IN KITCHEN) ARE TO BE CONSTRUCTED SAFETY GLAZING WITH NON-]COMBUSTIBLE MATERIALS. WINDOW 7. ALL RANGEHOOD AND EXHAUST FANS TO BE VENTED OUTSIDE 200MM FROM HOT PLATE ARE TO BE OF TOUGHENED GLASS AND GRADE A SAFETY GLAZING.
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.LOAD BEARING DOUBLE BRICK 230mm THICK
EF
510685 697
4501
525
3335
52 525525
525
140 3106
525
6860
525 525
830
6437
525
SA W01 GF
1
2
1
WD009
WD009
WD010
1 A001
20°
SKYLIGHT EG BG
1°
300mm WIDE BOX GUTTER
RT-03
EG
RT-03 EG
20°
20°
UNIT 3
RT-01
1° RT-03
RT-03 EG
20°
1°
20° EG
RT-01
BG
RT-03
EG
BG
RT-03 EG
WD010
525
3065
525
2490
510
3901
525
525
2460
ELECTRICAL METER BOX
PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK FLOOR WITHINWASTE OR CLOSE PROXIMITY TO HABITABLE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL ROOMS DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
1-B
DP
WD008
SP
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES.
525
3756
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST TO STRUCTURAL ENGINEERS SELECTED "COLORBOND" TYPE. DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
3
525
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
RT-01
9432
JUNCTION PIT
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
1°
EG
476
STORMWATER PIT REFER TO GENERAL NOTES
- DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
20°
RT-03
20°
525
RT-03
20°
BG
EG
SURFACE INLET
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH
525
300mm WIDE BOX GUTTER
20°
EG
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
INSPECTION OPENING
ROOF LEGEND
O
RT-03
20°
O.F COL
F.W
RT-03
20°
4373
WD008
UNIT 2
RT-03
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL
M.B
11235
RT-03
20°
SHEET NUMBER
T.O. STUD TOP OF STRUCTURAL STUD WALL GARDEN BED GB SEWER STACK RISE - TO BE VERIFIED WITH S.S
300mm WIDE BOX GUTTER
20° RT-03
20°
1°
300mm WIDE BOX GUTTER
20°
RT-01
20°
RT-03
EG
300mm WIDE BOX GUTTER
EG
OUT LINE OF FIRST FLOOR
300mm WIDE BOX GUTTER
20°
510
3790
UNIT 1
OUT LINE OF FIRST FLOOR
RT-03 RT-03
EG
OUT LINE OF FIRST FLOOR
20° 20°
EG
RT-03
ELEVATION NUMBER
FS FF L FCL L NGL PL HTR A/P I.O S.I PIT J. PIT
EG
RT-03
BG
525
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
FINISHES LEGEND
ROOF PLAN 1 : 100
E
RT-03 ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT)
S W
1
TAG DESCRIPTION BG BOX GUTTER EG EAVES GUTTER RT-01 ROOFING TYPE 1. SELECTED 0.48mm BMT 'COLORBOND STEEL KLIP-LOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER & STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
N
1-A
1°
EG
RT-03
510
3010
300mm WIDE BOX GUTTER
555
EG
RT-01
RT-01
525
RT-01
1°
300mm WIDE BOX GUTTER
RT-01
300mm WIDE BOX GUTTER
1°
EG
WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm ACRYLIC POLYSTYRENE CLADDING. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS WITH 30mm VERTICAL TIMBER BATTEN & 18mm VERTICAL URBANLINE EUROCLAD. CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SMOKE ALARM - REFER TO GENERAL NOTES SWITCH. WINDOW/DOOR NUMBER FLOOR LEVEL
UNIT2 GROUND CEILING
W06 2GF
EXISTING NGL AT BOUNDARY
PROPOSED NGL
LINE OF BOUNDARY
UNIT 1 FIRST FLOOR FFL
RL 83.500 FFL
UNIT 1 GROUND FLOOR CHL
RL 83.200 FFL
UNIT 1 GROUND FLOOR FFL
RL 80.500 FFL
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
1 : 100
W09 1GF
20° UNIT2 FIRST FLOOR LEVEL
RL 83.000 FFL
UNIT2 GROUND CEILING
RL 82.700 FFL
BF RF-02 M.B
UNIT2 GROUND FLOOR LEVEL
UNIT 1 GROUND FLOOR FFL
OBS
2700
OBS
RL 80.000 FFL
UNIT 2 GARAGE
SELECTED FACE BRICK W01 2GF
EXISTING N.G.L AT BOUNDARY EXISTING N.G.L AT BUILDING
W02 2GF
W03 2GF
RL 79.650 FFL
BF
1:4
1:16
2769
DP
DP
D01 2GF
D02 2GF
W01 3GF
W02 3GF
D01 3GF
FROM TOP OF ROOF TO N.G.L.
W08 1GF
OBS
UNIT 3 6.340 OVERALL HEIGHT
W07 1GF
OBS
5700
OBS
OBS
RT-03
300
W06 1GF
OBS
BF
OBS
RT-03
2700
OBS
RL 85.700 FFL
WALL ON BOUNDARY
RF-02
UNIT 2 FIRST FLOOR CEILING
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
LINE OF BOUNDARY
20°
OBS
1700
1700
1700
OBS
FROM TOP OF ROOF TO N.G.L.
UNIT 2 7.700 OVERALL HEIGHT
5700
FROM TOP OF ROOF TO N.G.L.
OBS
W11 3FF
K AC
RF-01
SELECTED TILED ROOF @20° PITCH
SELECTED TILED ROOF @20° PITCH RT-03
RT-03
SELECTED RENDER FINISH TO POLYSTYRENE CLADDING
W15 2FF
20°
RT-03
W14 2FF
20°
W13 2FF
W12 2FF
1700
20°
W11 2FF
TB SE
UNIT 1 7.970 OVERALL HEIGHT
W22 1FF
E OD
LINE OF BOUNDARY
W21 1FF
UNIT 3
SC
KENNY STREET
UNIT 2
W20 1FF
SELECTED TILED ROOF @20° PITCH
UNIT 1 FIRST FLOOR FFL
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
EAST ELEVATION
UNIT 1 FIRST FLOOR _CHL
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
RE
RL 80.500 FFL
M.B
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
OUTLINE OF EXISTING 1600mm PALING FENCE
RETAINING WALL
W10 3GF
BF
RL 86.200 FFL
D09 1GF
UNIT 1
RL 83.500 FFL
2700
UNIT2 GROUND FLOOR LEVEL D08 2GF
D16 3GF
RL 86.200 FFL
20°
OBS
UNIT2 FIRST FLOOR LEVEL
UNIT 3 GROUND FLOOR FFL
2
OBS
FROM TOP OF ROOF TO N.G.L.
OBS
UNIT 1 7.970 OVERALL HEIGHT
RL 82.700 FFL
OBS
300
RL 83.000 FFL
OBS
OBS
2700
1700
2700
OBS
RL 80.000 FFL
AGI PIPE TO STRUCTURAL ENGINEERS DETAIL
UNIT 1 FIRST FLOOR _CHL
RF-02
RF-02
TIMBER FRAMING SCHEDULE
RT-03
1700
20°
UNIT 2 FIRST FLOOR CEILING
RT-03
RT-03
RT-03
1700
RL 79.160 FFL
SELECTED TILED ROOF @20° PITCH
WALL ON BOUNDARY
UNIT 3 GROUND FCL
W25 1FF
W24 2FF
3180
RL 81.860 FFL
W23 2FF
2026
UNIT 3 FIRST FLOOR FFL
W22 2FF
RT-03
300
RL 82.160 FFL
RL 85.700 FFL
2700
UNIT 3 FF CEILING
FROM TOP OF ROOF TO N.G.L.
RL 84.860 FFL
UNIT 3 6.340 OVERALL HEIGHT
W18 3FF
SELECTED TILED ROOF @20° PITCH
UNIT 1
W21 2FF
20°
RE
SELECTED TILED ROOF @20° PITCH
W20 2FF
20°
W19 2FF
1700
TB AC K SC
OD E
SE
LINE OF BOUNDARY
UNIT 2
UNIT 3
UNIT 3 FF CEILING
RL 84.860 FFL
UNIT 3 FIRST FLOOR FFL
RL 82.160 FFL
UNIT 3 GROUND FCL
RL 81.860 FFL
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. UNIT 3 GROUND FLOOR FFL
DENOTES OBSCURE GLAZING TO 1.7m AFFL
RL 79.160 FFL
DP DP
PROPOSED N.G.L
TB AC K
1 : 100 SE
FINISHES LEGEND W17 1FF
SELECTED TILED ROOF @ 20° PITCH
DP & S
UNIT 1 FIRST FLOOR FFL
RL 83.200 FFL
UNIT 1 GROUND FLOOR CHL
2700
ACCREDITED POLYSTYRENE CLADDING BF
BF
BF
DP
RL 80.500 FFL RL 80.330 FFL
BF
DP
DP
DP
UNIT 1 GROUND FLOOR FFL UNIT 1 GARAGE FLOOR FFL
DP
PROPOSED N.G.L EXISTING N.G.L AT BUILDING EXISTING N.G.L AT BOUNDARY
3
RF-02
RF-02
RF-02
NORTH ELEVATION 1 : 100
W01 1GF
W02 1GF
D01 1GF
W03 1GF
W04 1GF
W05 1GF
5700
RL 83.500 FFL
RF-02
FROM TOP OF ROOF TO N.G.L.
RT-03
RT-03
UNIT 1 7.970 OVERALL HEIGHT
RT-03
UNIT 1 FIRST FLOOR CHL
300
RL 86.200 FFL
W19 1FF
W18 1FF
LINE OF BOUNDARY
W16 1FF
W15 1FF
20°
RE
W14 1FF
2700
SC
OD E
UNIT 1
E OD K SC A C RE T B SE
LINE OF BOUNDARY
1
WEST ELEVATION
TAG BF DP DP & S M.B RF-01
DESCRIPTION BRICK FACE FINISH DOWN PIPE DOWN PIPE WITH SPREADER ELECTRICAL METER BOX RENDER FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR)
RF-02
RENDER FINISH TYPE 2. SELECTED RENDER FINISH. CREAM COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR CHAMOIS OR SIMILAR)
RT-03
ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT)
2700
300
RT-03
UNIT2 GROUND CEILING
RL 82.700 FFL
OBS
RF-02 BF
M.B
RL 80.000 FFL
W10 2GF
20°
RT-03
RL 84.860 FFL
RE SE SCO TB D AC E K
W14 3FF
SELECTED RENDER FINISH
1740
2700 300
OBS
OBS
OBS
OBS
W16 3FF
W15 3FF
W24 3FF
OBS OBS
OBS
RL 82.160 FFL
UNIT 3 GROUND FCL
RL 81.860 FFL
UNIT 3 GARAGE
RL 78.850 FFL
OBS
DP
DP
DP
R.W 2000mm HEIGHT
BF
DP D17 3GF
EXISTING N.G.L
PROPOSED N.G.L
Unit 3_ NORTH ELEVATION
W03 3GF
PROPOSED 1.8m HIGH PALING FENCE
RWT
BINS
D03 3GF
D18 3GF
6
310
1.8M HIGH PALING FENCE
1390
BOUNDARY
2700
FSL
DENOTES OBSCURE GLAZING TO 1.7m AFFL
DP & S
DP
UNIT 3 FIRST FLOOR FFL
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
UNIT 2 GROUND FLOOR
RL 80.000 FFL
UNIT 2 GARAGE
RL 79.650 FFL
FINISHES LEGEND TAG BF BLF DP DP & S M.B RF-01
DESCRIPTION BRICK FACE FINISH MASONRY BLOCK FACE FINISH DOWN PIPE DOWN PIPE WITH SPREADER ELECTRICAL METER BOX RENDER FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR)
RF-02
RENDER FINISH TYPE 2. SELECTED RENDER FINISH. CREAM COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR CHAMOIS OR SIMILAR)
RT-03
ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT)
W17 3FF
DP & S
OBS OBS
UNIT 3
RT-03
SELECTED RENDER FINISH
RF-02
310
1 : 100
SELECTED TILED ROOF @20° PITCH UNIT 3 FF CEILING
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
Unit 2_ SOUTH ELEVATION
LINE OF BOUNDARY
LINE OF BOUNDARY
W13 3FF
RT-03
20°
OD E SC
W12 3FF
K AC TB
RE
W23 3FF
SE
SELECTED TILED ROOF @20° PITCH
W22 3FF
E OD
SE
SC
FROM TOP OF ROOF TO N.G.L
RE
LINE OF BOUNDARY
TB AC K
1 : 100
W21 3FF
RL 82.700 FFL
W05 2GF
E OD K SC AC RE T B SE
4
W20 3FF
UNIT 2 GROUND FLOOR CHL
EXISTING N.G.L
Unit 2 _ NORTH ELEVATION
W19 3FF
RL 83.000 FFL
PROPOSED N.G.L
PROPOSED PALING FENCE
UNIT 3
UNIT2 FIRST FLOOR LEVEL
Unit 3_SOUTH ELEVATION 1 : 100
W04 3GF
W05 3GF
W06 3GF
D07 3GF
W07 3GF
W08 3GF
W09 3GF
FROM TOP OF ROOF TO N.G.L.
W09 2GF
W04 2GF
D03 2GF
RL 85.700 FFL
UNIT 3 6.340 OVERALL HEIGHT
W08 2GF
OBS
UNIT 2 FIRST FLOOR CEILING
LINE OF BOUNDARY
D07 2GF
OBS
2700
W07 2GF
RT-03
RT-03
300
D09 2GF
2FF
OD E RL 85.700 FFL
RL 83.000 FFL
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
SCHEDULE OF FINISHES
UNIT 2W18
W17 2FF
SE
TB AC K
W16 2FF
DP
PROPOSED N.G.L EXISTING N.G.L
FROM TOP OF ROOF TO N.G.L.
2700
SELECTED TILED ROOF @20° PITCH ACCREDITED POLYSTYRENE CLADDING
UNIT2 FIRST FLOOR LEVEL
UNIT2 GROUND FLOOR LEVEL
RL 80.330 FFL
2700
OBS
OBS
UNIT 1 GARAGE FLOOR FFL
1 : 100
300
OBS
RL 80.500 FFL
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
2700
OBS
UNIT 1 GROUND FLOOR FFL
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
1700
OBS
1700
1700
OBS
2700
SELECTED RENDER FINISH
RL 83.200 FFL
FROM TOP OF ROOF TO N.G.L.
UNIT 2 FIRST FLOOR CEILING
UNIT 1 GROUND FLOOR CHL
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
TIMBER DECKING
1700
RT-03
UNIT 2 7.700 OVERALL HEIGHT
20°
20°
K AC
RT-03
RT-03
FROM TOP OF ROOF TO N.G.L.
OD E
W30 2FF
RE
W29 2FF
FALL
ACK SETB ODE RESC
SC
W28 2FF
W27 2FF
TB SE
W26 2FF
E OD
SE
SC
W25 2FF
RL 83.500 FFL
Unit 1_SOUTH ELEVATION
LINE OF BOUNDARY
TB AC K
RE
UNIT 2
UNIT 1 7.970 OVERALL HEIGHT
300
2
1 : 100 LINE OF BOUNDARY
900mm HEIGHT RETAINING WALL PROPOSED N.G.L PROPOSED PALING FENCE EXISTING N.G.L
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
D14 1GF
2700
PROPOSED RETAINING WALL
UNIT 1 FIRST FLOOR FFL
LINE OF BOUDARY
W05 1GF
W13 1GF
TIMBER FRAMING SCHEDULE
RL 86.200 FFL
TYPICAL WALLS:
20°
W04 1GF
W12 1GF
20°
W03 1GF
W11 1GF
1700
D01 1GF
OBS
FENCE
W02 1GF
W10 1GF
1800
W01 1GF
1:16
D13 1GF
OBS
UNIT 1 FIRST FLOOR _CHL
DP
RL 80.500 FFL
Unit 1_NORTH ELEVATION
UNIT 3 6.340 OVERALL HEIGHT
DP & S
3.0m WIDE CONC. DRIVEWAY. CHARCOAL FINISH
SC
PROPOSED RETAINING EXISTING WALL NGL PORPOSED NGL
1 : 100
DP & S
1700
2700
RL 83.200 FFL
RE
5700
UNIT 1 GROUND FLOOR CHL
BF
UNIT 1 GROUND FLOOR FFL
5
DP & S
RL 83.500 FFL
LINE OF BOUDARY
BF
BF
BF
300
RF-02
UNIT 1 FIRST FLOOR FFL
1700
SELECTED RENDER FINSH
2700 BF
3
LINE OF BOUDARY
OD E
DP & S
DP & S
RF-02
RF-02
SELECTED TILED ROOF @20° PITCH
RT-03
RT-03
UNIT 2 7.700 OVERALL HEIGHT
SELECTED RENDER FINISH
RL 86.200 FFL
W24 1FF
20°
SE UNIT 1 FIRST FLOOR CHL
RT-03
SC
RT-03
RE
20°
RT-03
LINE OF BOUDARY
SELECTED TILED ROOF @20° PITCH
20°
ACCREDITED POLYSTYRENE CLADDING
1
W23 1FF
2700
SE OD E SC RE
W19 1FF
TB AC K
TB AC K
LINE OF BOUNDARY
W18 1FF
K AC
W17 1FF
TB SE
W16 1FF
E OD
W15 1FF
SELECTED TILED ROOF @20° PITCH
SC
W14 1FF
RE
UNIT 1
UNIT1
UNIT 3 FF CEILING
TOP OF PALING FENCE UNIT 3 FIRST FLOOR FFL
RL 84.860 FFL
UNIT 3 GROUND FCL
RL 82.160 FFL RL 81.860 FFL
UNIT 3 GROUND FLOOR FFL UNIT 3 GARAGE
RL 79.160 FFL RL 78.850 FFL
EXISTING NGL AT BUIDING & BOUNDARY
APPROX. LOCATION OF SEWER DRAIN BASED PN SEWER ASSET INFORMATION SEQ. 64732290 JOB NO. 12991715 DATED 22/09/2017. BUILDER TO CONFIRM ON SITE.
PROPOSED UNIT 1
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
450
TYPICALLY SELECTED 20° TILED PITCHED ROOFS ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
450
20°
TYPICALLY SELECTED 20° TILED PITCHED ROOFS
PROPOSED UNIT 2
450
RT-03
RT-03
450
450
450 UNIT 1 FIRST FLOOR _CHL
WT-03
1°
W24 2FF
100
RETREAT
MASTER BEDROOM
BEDROOM D12 2FF
D11 2FF
UNIT2 FIRST FLOOR LEVEL
RL 83.000 FFL
UNIT 2 GROUND FLOOR CHL
RL 82.700 FFL
UNIT2 GROUND FLOOR LEVEL
RL 80.000 FFL
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL
D14 2FF
1°
RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT BOX GUTTER
5700
1° RF-02
SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING BOX GUTTER
2700
D19 1FF
300
100 SHR
BALUSTRADE
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL BOX GUTTER
1000
UNIT 1 GROUND FLOOR CHL
DP & S
RF-01
BALUSTRADE
RL 83.200 FFL
RL 85.700 FFL
DP & S
300
UNIT 1 FIRST FLOOR FFL
UNIT 2 FIRST FLOOR CEILING
RETREAT
5700
RL 83.500 FFL
ENSUITE
DP & S
1000
2700
RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
WT-03
RL 86.200 FFL
UNIT 1 GARAGE FLOOR FFL
ENTRY
D08 2GF
GARAGE
2700
D05 2GF
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
350
RL 80.330 FFL
FAMILY
350
UNIT 1 GROUND FLOOR FFL
D09 1GF
170
RL 80.500 FFL
D10 1GF
D02 1GF
WT-02
170
M.BED ROOM
2960
2700
BF
UNIT 2 GARAGE
RL 79.650 FFL
EXISTING N.G.L
PROPOSED N.G.L
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SECTION 1-A
TYPICALLY SELECTED 20° TILED PITCHED ROOFS
PROPOSED UNIT 3
1-A 1 : 50
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
RT-03
450
450
UNIT 3 FF CEILING
1000
BOX GUTTER
BOX GUTTER
1°
TIMBER HANDRAIL TASMANIAN OAK RECTANGULAR SIZE HANDRAIL 50X50MM, BALISTRADE 25X25MM WITH SPACING 100MM D15 3GF
BED 2
D14 3GF
D16 3GF
ENTRY
D12 3GF
WIR
UNIT 3 FIRST FLOOR FFL
RL 82.160 FFL
UNIT 3 GROUND FCL
RL 81.860 FFL
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL
SECTION 1-B 1-B 1 : 50
BRICK FACE FINISH DOWN PIPE WITH SPREADER RENDER FINISH TYPE 1. SELECTED RENDER FINISH TO ACCREDITED POLYSTYRENE CLADDING. DARK COLOUR SMOOTH TROWELED APPLIED FINISH OVER MASONARY BRICK/BLOCKWORK AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR JASPER OR SIMILAR) RF-02 RENDER FINISH TYPE 2. SELECTED RENDER FINISH. CREAM COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR CHAMOIS OR SIMILAR) RT-03 ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT) SHR SHOWER. REFER SPECIFICATION AND SCHEDULES. WT-01 WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WT-02 WALL TYPE 2. 250mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 50mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. - CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING OF THE ROOF WT-03 WALL TYPE 3. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER EXCLUDING THE GARAGE. STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER - FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOORCOLOUR TO SPECIFICATION AND SCHEDULES.
- WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS)
UNIT 3 GROUND FLOOR FFL
RL 79.160 FFL
UNIT 3 GARAGE
RL 78.850 FFL
PROPOSED N.G.L
AGI PIPE TO STRUCTURAL ENGINEERS DETAIL
BF DP & S RF-01
THROUGHOUT.
WT-02
WT-02
RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING
310
310
3000
5700
1°
D21 3FF
100
RETREAT
BALUSTRADE
2700
D20 3FF
RL 84.860 FFL
EXISTING N.G.L
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
- WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS) - WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND PARTY WALLS.
ROOF LEGEND DP SP
O
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES.
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
PROPOSED UNIT 1 TYPICALLY SELECTED 20° TILED PITCHED ROOFS
20°
K ODE SE
TBAC
UNIT 1 FIRST FLOOR _CHL
BEDROOM W24 1FF
D20 1FF
1000
OB
D14 1FF
OB
SP
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES.
- DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
GL
SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING
GL
UNIT 1 FIRST FLOOR FFL
RL 83.500 FFL
UNIT 1 GROUND FLOOR CHL
RL 83.200 FFL
WIR GL
D11 1GF
DP
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH
D15 1FF
PANTRY
ROOF LEGEND
O
BEDROOM
W12 1GF
WT-02
150
D14 1GF
L'DRY
W23 1FF
100
1°
GARAGE
GL
READING AREA
BALUSTRADE
R ES C
GL
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING EAVE GUTTER
WATER PROOF CONCRETE BLOCK RETAINING WALL TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION. PROVIDE SPOON DRAIN TO GARAGE SLAB AND DRAIN TO NEAREST STORMWATER DISCHARGE
RL 86.200 FFL
DP & S
2500
2700 300 2700
5700
450
450
RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
LINE OF BOUNDARY
LINE OF BOUNDARY
RT-03
E OD K SC A C RE T B SE
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
170
GL
PROPOSED N.G.L
UNIT 1 GROUND FLOOR FFL
RL 80.500 FFL
UNIT 1 GARAGE FLOOR FFL
RL 80.330 FFL
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
EXISTING N.G.L
SECTION 2- UNIT 1 E OD K SC A C RE T B SE
1 1 : 50
PROPOSED UNIT 2
RT-03
20°
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN 450 INDICATIVE ONLY
450 UNIT 2 FIRST FLOOR CEILING
RL 85.700 FFL
UNIT2 FIRST FLOOR LEVEL
RL 83.000 FFL
UNIT2 GROUND CEILING
RL 82.700 FFL
DP & S
MASTER BEDROOM
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING EAVE GUTTER
D09 2FF
LINEN LINEN
RETREAT
ROBE
BEDROOM
D10 2FF
SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING
300
2700
RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
5700
LINE OF BOUNDARY
TYPICALLY SELECTED 20° TILED PITCHED ROOFS
1000
DP
2700
BF
ENTRY
W09 2GF
100
9 8
GL
TIMBER HANDRAIL TASMANIAN OAK RECTANGULAR SIZE HANDRAIL 50X50MM, BALISTRADE 25X25MM WITH SPACING 100MM GL
GL
GL
EXISTING N.G.L
5 4
160
WT-02
250
350
350
3 2 1
DECK
UNIT2 GROUND FLOOR LEVEL
RL 80.000 FFL
UNIT 2 GARAGE
RL 79.650 FFL
PROPOSED N.G.L
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SECTION 3- UNIT 2 2 1 : 50
BRICK FACE FINISH DOWN PIPE DOWN PIPE WITH SPREADER GLAZING OBSCURED FROSTED GLASS ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT) WT-01 WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WT-02 WALL TYPE 2. 250mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 50mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WT-03 WALL TYPE 3. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER - CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION THE CEILING OF RENDER THE ROOF MANUFACTURER'S DETAILS &INSPECIFICATIONS. EXCLUDING THE GARAGE. COLOUR TO SPECIFICATION AND SCHEDULES. WT-04 WALL TYPE 4. 150mm TIMBER CLAD WALL. 90mm THICK - FLOORS (UNIT 1, 2 & 3): R2.0 BULK INTERNAL INSULATION TO THE FIRST FLOOR LOAD BEARING TIMBER STUD WALLS.20mm THROUGHOUT. VERTICAL TIMBER BATTEN.40mm HORIZONTAL URBANLINE EUROCLAD. TIMBER COLOUR TO SPECIFICATION AND - WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE SCHEDULES. MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS)
- WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS) - WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND PARTY WALLS.
7 6
BF DP DP & S GL OB RT-03
EXISTING N.G.L
LINE OF BOUNDARY
E OD K SC A C RE T B SE
TBAC
K
ROOF LEGEND DP
R ES C
UNIT 3 GROUND FCL
W22 3FF
100
RETREAT
W21 3FF
BATHROOM
2700
W23 3FF
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
SHR
GARAGE
2450 UNIT 3 GROUND FLOOR FFL
RL 78.850 FFL
UNIT 3 GARAGE
ENS
WC
MASTER BED
D11 3GF
D17 3GF
P'DR
STORAGE
DINING
WC
FAMILY
310
RL 79.160 FFL
D18 3GF
D13 3GF
2700
BF
D04 3GF
- DENOTES ' COLORBOND' SPREADER DOWN PIPES.
- DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING
1000
BEDROOM
W12 3FF
WT-03
W13 3FF
- DENOTES 'COLORBOND' DOWN PIPES.
F - DENOTES BOX GUTTER OVERFLOW PIPE. RH
DP & S
AGI PIPE TO STRUCTURAL ENGINEERS DETAIL EXISTING N.G.L
5700
RL 81.860 FFL
O
300
UNIT 3 FIRST FLOOR FFL
SP
MIRROR
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING EAVE GUTTER RL 82.160 FFL
450
450
ODE SE
UNIT 3 FF CEILING
RT-03
LINE OF BOUNDARY
RL 84.860 FFL
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY RENDERED STUD WALL WT-04 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
20°
TYPICALLY SELECTED 20° TILED PITCHED ROOFS
NOTE: - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW ALLOW FOR ALL BOX GUTTERS, PARAPET AND PROVISION. GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
SCHEDULE OF FLOOR/CEILING FINISHES FINISHES:
TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES TV.01 - DENOTES SELECTED TIMBER VENEER PB.01 - DENOTES PLASTER BOARD CP.01 - DENOTES SELECTED CARPET FINISH FB DENOTES FLOOR BEAM TO STRUCTURAL ENGINEERS DRAWINGS RB DENOTES ROOFFLASHINGS BEAM TO STRUCTURAL GUTTERS, DOWNPIPES & THE LIKE: ENGINEERS DRAWINGS COL DENOTES COLUMN/POST SELECTED "COLORBOND" TYPE. TO STRUCTURAL ENGINEERS DRAWINGS ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION. (TERRACOTTA FRENCH ECLIPSE MATT)
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
- CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING OF THE ROOF EXCLUDING THE GARAGE.
PROPOSED N.G.L
RT-03
RT-03
SELECTED 'COLORBOND STEEL KLIP- LOK' ROOF SHEETING ON TIMBER BATTENS
20°
1 : 50
20°
LINE OF BOUNDARY
SECTION 4- UNIT 3 1
E OD K SC A C RE T B SE
TYPICALLY SELECTED 20° TILED PITCHED ROOFS
- FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOOR THROUGHOUT. - WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS)
LINE OF BOUNDARY
CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
UNIT 3 FF CEILING
RL 84.860 FFL
DP & S DP & S
EAVE GUTTER METAL FLASHING 30mm MAX.SPACE BETWEEN GUTTER & FLASHING. FILL WITH NON COMBUSTIBLE COMPRESSABLE MATERIAL.
2700
W11 3FF
300
9mm FIBRE CEMENT BOARD ON 90 STUD FRAMING
SELECTED FACE BRICKWORK ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION
UNIT 3 FIRST FLOOR FFL
RL 82.160 FFL
UNIT 3 GROUND FCL
RL 81.860 FFL
GARAGE
5 D02 3GF
1.8 M PALING FENCE UNIT 3 GROUND FLOOR FFL
RL 79.160 FFL
UNIT 3 GARAGE
RL 78.850 FFL
310
1 : 10
2450
D01 3GF
GUTTER DETAIL FOR WALLS ON BOUNDARY
2700
DP
75 X 75 F7 HANDRAIL
FFL 78.25
100 MAX. GAP TYPICAL
TIMBER HANDRAIL TASMANIAN OAK RECTANGULAR SIZE HANDRAIL 50X50MM, BALISTRADE 25X25MM WITH SPACING 100MM BALUSTRADE
PROPOSED N.G.L
RL 77.35
ABOVE NOSING
900
EXISTING NGL CONCRETE FOOTINGS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SECTION THROUGH BOE 3
NOTE: STAIR SLIP RESISTANCE -P3 CLASS FOR DRY AREAS AND P4 FOR WET AREAS. 250
188
STARI FINISH - TIMBER WITH 2m HEAD HEIGHT
1 : 50
300 x 50 F7 STRINGER PLASTERBOAD LINING ON FRAMING AS REQUIRED TIMBER FLOORING AS SPECIFIED
STAIR DETAIL 2 1 : 10 270 x 38 HW TREADS HOUSED INTO STRINGER PROVIDE NON-SKID NOSING ON STAIR TREADS
APPROX LOCATION OF EXISTING SEWER DRAIN AT WEST BOUNDARY
- WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS) BRICK FACE FINISH WITH 1 LAYER OF BREATHABLE -BFWALLS (UNIT 3): R2.5 BULK INSULATION DP DOWN MEMBRANE WRAP FOIL TO PIPE ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. DP & S DOWN PIPE WITH SPREADER R2.5 BULK INSULATION IN THE GARAGEFINISH. AND PARTY RF-02 RENDER FINISH TYPE 2. INTERNAL SELECTED RENDER WALLS. CREAM COLOUR SMOOTH TROWELED APPLIED FINISH OVER APPROVED 75mm THICK POLYSTYRENE WALL CLADDING SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS.(HAYMES COLOUR CHAMOIS OR SIMILAR) RT-03 ROOFING TYPE 3. SELECTED TILED ROOF TO SUIT INDICATED ROOF SLOPE. REFER SPECIFICATION AND SCHEDULES.(TERRACOTTA FRENCH ECLIPSE MATT) SHR SHOWER. REFER SPECIFICATION AND SCHEDULES. WC WATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WT-01 WALL TYPE 1. 230mm DOUBLE BRICK WALL. 110mm BRICK. 10mm AIR GAP. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WT-02 WALL TYPE 2. 250mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 50mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO SPECIFICATION AND SCHEDULES. WT-03 WALL TYPE 3. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO SPECIFICATION AND SCHEDULES.
NOTES: Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated. NOTE Fly screens are provided to all external openable windows AREA BEHIND HOT PLATES (IN KITCHEN) ARE TO BE CONSTRUCTED All windows are doubleMATERIALS. glazed. WINDOW WITH NON-]COMBUSTIBLE
W
820
- NON HABITABLE WINDOW
2.
FR.W - FROSTED WINDOW RWT - 2000L RAIN WATER TANK
3.
CLOTHES LINE- ALLOCATED CLOTHES LINE AREA GB - GARDEN BED
UNIT 1 GROUND FLOOR FFL
W=1830
H=2400
Solid core timber hinged door
W=4450
H=2340
200MM FROM HOT PLATE ARE TO BE OF TOUGHENED GLASS AND GRADE A SAFETY GLAZING.
W=820
UNIT 1 WINDOW SCHEDULE
1000
800
GL
1200
GL
H=700
W=1000
Selected powder coated improved type aluminium frame with clear awning.
W07 1GF
W=800
H=700
W08 1GF
Selected powder coated improved type aluminium frame with clear awning. H=700
H=700
W=900
GL
700
1200
GL GL
Selected powder coated improved type aluminium frame with clear awning.
GL
W=1100
RL 83.500 FFL
700
1700
OB
GL
1700
GL
UNIT 1 FIRST FLOOR FFL
RETREAT W24 1FF
Selected powder coated aluminium improved type frame with fixed frosted glazing panel and clear H=1500
W=1000
W25 1FF
BATHROO M
Selected powder coated improved type aluminium frame with clear awning. H=700
Selected powder coated aluminum improved type frame with clear fixed glazing arch top window H=1800
850
1000
W16 1FF
W=850
W=1500
W=900
Selected powder coated improved type aluminium frame with clear awning. H=2100
W=1100
BEDROOM
Selected powder coated improved type aluminium frame with clear awning. H=2100
W=1100
GL
1000
GL
GL
OB
OB
OB
300
BEDROOM W18 1FF
1000
1000
GL
300
300 W17 1FF
1200
1200
GL
ENSUITE
VOID
Selected powder coated improved type aluminium frame with clear awning. H=2100
W=1100
H=2100
600
300
BEDROOM W15 1FF
GL GL
700
W14 1FF
H=700
700
GL
300
GL
BEDROOM
W=3000
H=700
1700
GL
GL
GL
1200
1200
UNIT 1 FIRST FLOOR FFL
Selected powder coated improved type aluminium frame with clear awning.
700
GL
2100
GL
GL
1990
2100
2100
1100
1100
OB
RL 83.500 FFL
W=900
W10 1GF
Selected powder coated improved type aluminium frame with clear awning.
W=900
H=2100
W=2000
H=2100
1100
GL
W09 1GF
Selected powder coated improved type aluminium frame with clear awning.
Selected powder coated improved type aluminium frame with clear awning.
1500
GL
1700
1700 300
1200
W=1200
W06 1GF
Selected powder coated improved type aluminium frame with clear awning.
THEATRE ROOM
1700
W13 1GF
Selected powder coated improved type aluminium frame with clear awning.
1100
1700
2100
2100 1200
H=2100
W05 1GF
THEATRE ROOM
P'DR
2100
W=900
H=2100
Selected powder coated improved type aluminium frame with clear awning.
WIR
ENS
ENS
2100
W12 1GF
GL
DINING
FAMILY
Selected powder coated improved type aluminium frame with clear awning.
GL
300
300
300
FAMILY
GL
2100
2100
2100
GL
GL
UNIT 1 GROUND FLOOR FFL
W04 1GF
W=1200
H=2100
GL
900
1200
GL
W11 1GF
Selected powder coated improved type aluminium frame with clear awning.
2000
GL
RL 80.500 FFL
W03 1GF
W=1200
H=2100
900
M.BED ROOM
M.BED ROOM
Selected powder coated improved type aluminium frame with clear awning.
W=1200
H=2100
GL
GL
Note: 3000 900 including the glass frame. U Value = The overall U Value (Heat flow - gain & loss) of the window SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
900
1200
W02 1GF
Selected powder coated improved type aluminium frame with clear awning.
GL
300
LOUNGE
LOUNGE W01 1GF
GL
300
UNIT 1 GROUND FLOOR FFL
GL
1200
GL
300
GL
RL 80.500 FFL
GL
1200
GL
2100
2100
GL
900
700
1200
1200
700
1200
1200
700
H=2430
D14 1GF
1700
Fully glazed commercial type aluminium bifold door in selected powdercoated finish with propretary hardware, weather seals, door handles. Lockable. Flyscreen system to suit.
D09 1GF
6. 7. 8.
1700
Selected solid core timber hinged double door with clear glass inserts in selected paint finish. Proprietary hardware,door handles. Lockable. Flyscreen system to suit weather strip as required.
GLAZING OBSCURED FROSTED GLASS
700
D01 1GF
GL OB
GARAGE
DINING
1700
FRONT ENTRY DOOR
5.
700
GL
GL
1700
GL
BINS - ALLOCATED BIN AREA
UNIT 1 -D01 1GF,D09 1GF,D14 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W07 1GF,W08 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,W13 1GF,W14 1FF,W15 1FF,W16 1FF,W16 1FF,W17 1FF,W18 1FF,W19 1FF,W20 1FF,W21 1FF,W22 1FF,W23 1FF,W24 1FF,W25 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.80 U Value = 4.8 SHGC = 0.51 SHGC = 0.59 UNIT 2-D01 2GF,D03 2GF,D07 2GF,D08 2GF,D09 2GF,D01 2GF,W01 2GF,W02 2GF,W03 2GF,W04 2GF,W05 2GF,W06 2GF,W07 2GF,W08 2GF,W09 2GF,W10 2FF,W11 2FF,W12 2FF,W13 2FF,W14 2FF,W15 2FF,W16 2FF,W17 2FF,W18 2FF,W19 2FF,W20 2FF,W21 2FF,W22 2FF,W23 2FF,W24 2FF,W25 2FF,W26 2FF,W27 2FF,W28 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-D01 3GF,D03 3GF,D07 3GF,D16 3GF,D17 3GF,W01 3GF,W01 3GF,W02 3GF,W03 3GF,W04 3GF,W05 3GF,W06 3GF,W07 3GF,W08 3GF,W09 3GF,W10 3GF,W11 3FF,W16 3FF,W18 3FF,W19 3FF,W20 3FF,W21 3FF,W22 3FF,W23 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-W12 3FF,W13 3FF,W14 3FF,W15 3FF,W17 3FF,W24 3FF: AWNING, CASEMENT U Value = 4.80 SHGC = 0.59
1700
RL 80.500 FFL
GL
4.
MAIL - MAIL BOX
700
GL
GL
WM - WATER METER
1000
DECAL
2400
2450
2430
GAS - GAS METER
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
700
H.W - HABITABLE WINDOW
4450
1830
1.
700
LEGEND
UNIT 1 DOOR SCHEDULE
W19 1FF
BEDROOM
Selected powder coated improved type aluminium frame with clear awning. H=2100
W=1200
W20 1FF
BEDROOM
Selected powder coated aluminium improved type frame with fixed frosted glazing panel and clear H=1500
W=700
W21 1FF
Selected powder coated aluminium improved type frame with fixed frosted glazing panel and clear H=1500
W=1000
W22 1FF
BEDROO M Selected powder coated aluminium
improved type frame with fixed frosted glazing panel and clear H=1500
W=1000
RETREAT W23 1FF
Selected powder coated aluminium improved type frame with fixed frosted glazing panel and clear H=1500
W=1000
NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
UNIT 2 DOOR SCHEDULE 725
GL
GL
GL
GL
GL
GL
2440 GL
UNIT2 GROUND FLOOR LEVEL
H=2430
D03 2GF
D07 2GF
Solid core timber hinged door
W=1420
H=2400
W=820
D08 2GF
Solid core timber hinged door H=2400
RECREATIONAL ROOM
Fully glazed commercial type aluminium bifold door in selected powdercoated finish with propretary hardware, weather seals, door handles. Lockable. Flyscreen system to suit. H=2400
W=820
D09 2GF
W=4450
Fully glazed commercial type aluminium stack sliding door in Selected powdercoated finish with propretary hardware, Weather seals, door handles. Lockable. Flyscreen system to suit. H=2400
W=1930
UNIT 2 WINDOW SCHEDULE 900
900
900
900
Note: 600 600 600 U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame. 1500
900
900
GL
475
900
900 300
300 OB
W=2600
H=1500
GL
OB
OB
W=600
OB
W=600
H=1500
900
GL
OB
GL
OB
OB
OB
OB
OB
OB
OB
OB
OB
OB
W21 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1800
1.
H.W - HABITABLE WINDOW - NON HABITABLE WINDOW
2.
FR.W - FROSTED WINDOW RWT - 2000L RAIN WATER TANK
3.
GAS - GAS METER WM - WATER METER MAIL - MAIL BOX BINS - ALLOCATED BIN AREA CLOTHES LINE- ALLOCATED CLOTHES LINE AREA GB - GARDEN BED GLAZING OBSCURED FROSTED GLASS
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1800
W=900
LEGEND
BEDROOM
BEDROOM
4. 5. 6. 7. 8.
W22 2FF
W=900
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1800
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated. NOTE Fly screens are provided to all external openable windows AREA BEHIND HOT PLATES (IN KITCHEN) ARE TO BE CONSTRUCTED All windows are doubleMATERIALS. glazed. WINDOW WITH NON-]COMBUSTIBLE 200MM FROM HOT PLATE ARE TO BE OF TOUGHENED GLASS AND GRADE A SAFETY GLAZING.
RETREAT
RETREAT
W=900
W23 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1800
W=900
W24 2FF
RETREAT
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1800
W=900
W25 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1500
RETREAT
RETREAT
W=900
W26 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1500
W=900
W27 2FF
H=1500
OB
W=900
GL
OB
W28 2FF
Selected powder coated aluminum improved type frame with fixed obscure glazing H=1800
ENS
WIR
STAIR
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
900
600
UNIT2 FIRST FLOOR LEVEL
BEDROOM
W=900
H=1800
600
GL
OB
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
700
OB GL
1500
GL
1800
W=900
W19 2FF
1700
OB
GL
H=1500
W=900
900
900
900
GL
H=1500
W=900
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
700
H=1500
W18 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
1700
OB
W=900
700
700
H=1500
W17 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
BEDROOM
ENS
900
OB
W=900
W16 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
900
GL
1700
700
700
OB
H=1500
900
GL
1700
OB
W=1500
900
GL
1700
GL
GL OB
Selected powder coated improved type aluminium frame and clear awning.
W=600
H=1500
BEDROOM
1700
900
900
W
W10 2GF
900
GL
BEDROOM
700
H=1800
W=900
W15 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
700
H=1500
W14 2FF
Selected powder coated aluminum improved type frame with clear fixed glazing arch top window
1700
W=900
W13 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
BEDROOM
BEDROOM
700
W12 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1500
W20 2FF
Selected powder coated improved type aluminium frame and clear awning.
700
GL
1700
MASTER BEDROOM
ENS
1700
ENS
RL 83.000 FFL
W09 2GF
900
700
700
Selected powder coated improved type aluminium frame and clear awning.
LOUNGE
600
GL
H=475
900
GL
W08 2GF
Selected powder coated improved type aluminium frame with clear awning and fixed glazed
LOUNGE
1700
GL
LAUNDRY
1700
GL
W=900
H=2100
700
GL GL
2100
2100
2100
2100
300
W=900
W07 2GF
Selected powder coated aluminium improved type frame with clear awning.
900
GL
UNIT2 FIRST FLOOR LEVEL
W11 2FF
Selected powder coated aluminium improved type frame with clear awning.
900
GL
W06 2GF
1700
OB
1700
OB
GL
GL
GL
KITCHEN
KITCHEN
H=2100
W=900
1500
700
700
GL
Selected powder coated aluminium improved type frame with clear awning. H=2100
W=900
900
900
RL 83.000 FFL
Selected powder coated aluminium improved type frame with clear awning. H=2100
W=900
H=2100
FAMILY W05 2GF
1700
W=900
H=2100
W03 2GF
Selected powder coated aluminium improved type frame with clear awning.
GL
GL
FAMILY W04 2GF
GL
1800
W02 2GF
Selected powder coated aluminium improved type frame with clear awning.
LOUNGE
1700
W01 2GF
GL
GL
300
LOUNGE
LOUNGE
GL
GL
300
UNIT2 GROUND FLOOR LEVEL
GL
1200
GL
300
GL
RL 80.000 FFL
GL
1200
GL
2100
2100
2600
1700
Selected solid core timber hinged double door with clear glass Inserts in selected paint finish. Proprietary hardware, door handles. Lockable. Flyscreen system to suit. Weather strip as required.
DINING
GL
1700
D01 2GF
LAUNDRY
GARAGE
FRONT ENTRY DOOR
GL
700
GL
1000
DECAL
1500
725
900
725
2450
2400
725
1800
RL 80.000 FFL
2450
2500 GL
725
1500
725
820
UNIT 1 -D01 1GF,D09 1GF,D14 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W07 1GF,W08 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,W13 1GF,W14 1FF,W15 1FF,W16 1FF,W16 1FF,W17 1FF,W18 1FF,W19 1FF,W20 1FF,W21 1FF,W22 1FF,W23 1FF,W24 1FF,W25 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.80 U Value = 4.8 SHGC = 0.51 SHGC = 0.59 UNIT 2-D01 2GF,D03 2GF,D07 2GF,D08 2GF,D09 2GF,D01 2GF,W01 2GF,W02 2GF,W03 2GF,W04 2GF,W05 2GF,W06 2GF,W07 2GF,W08 2GF,W09 2GF,W10 2FF,W11 2FF,W12 2FF,W13 2FF,W14 2FF,W15 2FF,W16 2FF,W17 2FF,W18 2FF,W19 2FF,W20 2FF,W21 2FF,W22 2FF,W23 2FF,W24 2FF,W25 2FF,W26 2FF,W27 2FF,W28 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-D01 3GF,D03 3GF,D07 3GF,D16 3GF,D17 3GF,W01 3GF,W01 3GF,W02 3GF,W03 3GF,W04 3GF,W05 3GF,W06 3GF,W07 3GF,W08 3GF,W09 3GF,W10 3GF,W11 3FF,W16 3FF,W18 3FF,W19 3FF,W20 3FF,W21 3FF,W22 3FF,W23 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-W12 3FF,W13 3FF,W14 3FF,W15 3FF,W17 3FF,W24 3FF: AWNING, CASEMENT U Value = 4.80 SHGC = 0.59
2010
700
820
900
4450
1560
W=1800
W29 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1500
W=600
W30 2FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1500
W=900
NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
UNIT 3 DOOR SCHEDULE
Fully glazed commercial type aluminium bifold door in selected powdercoated finish with propretary hardware, weather seals, door handles. Lockable. Flyscreen system to suit.
W=820 H=2400
W=820
W=820
H=2400
Fully glazed commercial type aluminium stack sliding door in selected powdercoated finish with propretary hardware, weather seals, door handles. Lockable. Flyscreen system to suit. H=0 H=2100 W=4000
W=4450
UNIT 3 WINDOW SCHEDULE
2600 1400
OB
1500 900
900 H=1500
W=900
OB
Selected powder coated improved type aluminium frame and clear awning glazed.
1800
GL
GL
OB
W09 3GF
GL
GL
GL
GL
GL
W10 3GF
W=1000
Selected powder coated improved type aluminium frame and clear awning glazed. W=610
H=1680
900
900
GL GL
Selected powder coated improved type aluminium frame and clear awning glazed. H=1500
W=1000
900
GL
LIVING
FAMILY
H=1500
W=2550
H=650
900
GL
Selected powder coated improved type aluminium frame with clear awning and fixed glazed
W08 3GF
700
600
600
GL
Selected powder coated improved type aluminium frame and clear awning glazed.
W=900
900
OB
W=900
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
H=1910
W15 3FF
W=900
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
GL
OB
GL
OB
700
900
GL
1700
OB
W=900
H=1910
1700
OB
700
700
GL
1700
GL
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
900
900
900
W=900
H=1910
W14 3FF
700
H=1910
W=900
W13 3FF
700
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear
STAIR
BEDROOM
BEDROOM
1700
W12 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
BEDROOM
BEDROOM
1700
W11 3FF
UNIT 3 FIRST FLOOR FFL
BEDROOM W20 3FF
RETREAT
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
W=900
LEGEND H.W - HABITABLE WINDOW - NON HABITABLE WINDOW
FR.W - FROSTED WINDOW RWT - 2000L RAIN WATER TANK GAS - GAS METER WM - WATER METER MAIL - MAIL BOX BINS - ALLOCATED BIN AREA CLOTHES LINE- ALLOCATED CLOTHES LINE AREA GB - GARDEN BED GL GLAZING OB OBSCURED FROSTED GLASS
W21 3FF
2. 3. 4. 5. 6. 7. 8.
W=900
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated. NOTE Fly screens are provided to all external openable windows AREA BEHIND HOT PLATES (IN KITCHEN) ARE TO BE CONSTRUCTED All windows are doubleMATERIALS. glazed. WINDOW WITH NON-]COMBUSTIBLE 200MM FROM HOT PLATE ARE TO BE OF TOUGHENED GLASS AND GRADE A SAFETY GLAZING.
W22 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
BATHROOM
RETREAT
RETREAT
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
1.
W
H=1800
W=900
FAMILY
UNIT 3 FIRST FLOOR FFL
RETREAT
RL 82.160 FFL
700
700
OB
Selected powder coated improved type aluminium frame and clear awning glazed.
GL
GL
GL
GL
OB
OB
600
OB
W05 3GF
Selected powder coated improved type aluminium frame and clear awning glazed.
900
GL
1700
GL
W04 3GF
H=1800
W=900
H=1800
900
900
RL 82.160 FFL
W=900
H=1800
Selected powder coated improved type aluminium frame with clear awning.
700
W=900
H=1800
W03 3GF
W07 3GF
1700
Selected powder coated improved type aluminium frame with clear awning.
W06 3GF
700
W02 3GF
GL
GL
KITCHEN
LAUNDRY
MASTER BED
700
Selected powder coated improved type aluminium frame with clear awning.
1700
W01 3GF
MASTER BED
ENTRY
BED 2
1700
BED 2
600
UNIT 3 GROUND FLOOR FFL
600
600
RL 79.160 FFL
GL
GL
1700
GL
GL
900
GL
GL GL
600
1500
1800
1800
GL
1800
1800
GL
1800
600 GL
750 Note: 1000 U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
1000
900
900
1700
900
900
700
900
1800
900
1807
D16 3GF
Solid core timber hinged door
D17 3GF
662
H=2400
D07 3GF
FAMILY
DINING
700
H=2340
Solid core timber hinged door
GL
1700
Selected solid core timber hinged door with clear glass inserts in selected paint finish. Fixed glazed side light in timber frame. Proprietary hardware,door handles. Lockable. Flyscreen system to suit. Weather strip as required.
LAUNDRY
GL
1500
D03 3GF
GL
900
GARAGE
FRONT ENTRY DOOR D01 3GF
GL
UNIT 3 GARAGE
700
RL 78.850 FFL
GL
1700
UNIT 3 GROUND FLOOR FFL
GL
DECAL
1000
GL
UNIT 1 -D01 1GF,D09 1GF,D14 1GF,W01 1GF,W02 1GF,W03 1GF,W04 1GF,W05 1GF,W06 1GF,W07 1GF,W08 1GF,W09 1GF,W10 1GF,W11 1GF,W12 1GF,W13 1GF,W14 1FF,W15 1FF,W16 1FF,W16 1FF,W17 1FF,W18 1FF,W19 1FF,W20 1FF,W21 1FF,W22 1FF,W23 1FF,W24 1FF,W25 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.80 U Value = 4.8 SHGC = 0.51 SHGC = 0.59 UNIT 2-D01 2GF,D03 2GF,D07 2GF,D08 2GF,D09 2GF,D01 2GF,W01 2GF,W02 2GF,W03 2GF,W04 2GF,W05 2GF,W06 2GF,W07 2GF,W08 2GF,W09 2GF,W10 2FF,W11 2FF,W12 2FF,W13 2FF,W14 2FF,W15 2FF,W16 2FF,W17 2FF,W18 2FF,W19 2FF,W20 2FF,W21 2FF,W22 2FF,W23 2FF,W24 2FF,W25 2FF,W26 2FF,W27 2FF,W28 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-D01 3GF,D03 3GF,D07 3GF,D16 3GF,D17 3GF,W01 3GF,W01 3GF,W02 3GF,W03 3GF,W04 3GF,W05 3GF,W06 3GF,W07 3GF,W08 3GF,W09 3GF,W10 3GF,W11 3FF,W16 3FF,W18 3FF,W19 3FF,W20 3FF,W21 3FF,W22 3FF,W23 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.10 U Value = 4.10 SHGC = 0.47 SHGC = 0.52 UNIT 3-W12 3FF,W13 3FF,W14 3FF,W15 3FF,W17 3FF,W24 3FF: AWNING, CASEMENT U Value = 4.80 SHGC = 0.59
1090
DECAL
GL
RL 79.160 FFL
1090
2400
1090
2450
2400
1090
2400
2340
4000
820
820
1000
820
W=900
W23 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
W=900
W24 3FF
Selected powder coated improved type aluminium frame with clear awning. H=700
W=900
W16 3FF
H=1800
BEDROOM
BATHROOM
Selected powder coated aluminum improved type frame with clear fixed glazing with trim W=1800
W17 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1650
W=900
W18 3FF
BEDROOM
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
W=900
W19 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear H=1910
W=900
ELECTRICAL LEGEND SYMBOL
DESCRIPTION/SPECIFICATION
REMARKS/EXAMPLES
Single General Power Outlet (GPO).
GPO to be 300mm above floor level unless noted otherwise.
Double General Power Outlet (GPO).
GPO to be 300mm above floor level unless noted otherwise.
EXT
External double General Power Outlet (GPO).
Height to be verified on site prior to any works.
HTR
Single General Power Outlet (GPO) for Heated Towel Rail.
GPO height & location to be verified on site prior to any works.
Television outlet.
GPO to be 300mm above floor level unless noted otherwise.
Telephone / Data CAT 5.
Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb.
TV
PH/D
M
AB
Denotes GPO to be mounted 180mm Above Bench.
AFL
Denotes height of GPO to be mounted above finished floor level.
M S B
S
B
B
B
B
MB
B
PH/D
B
PH/D
CH +2515
B
M B
B
B
C2
C2
CH +2700 EF
B
C2
B
B
B
CH +2700
B
B
B
B
B
LED Ceiling Mounted Downlight - Square Type H - ALBA R - 11Watts
Colour as selected
K
LED Ceiling Mounted Downlight Type K - BETA 506003 - 3Watts
Colour as selected
L
LED Semi Recessed Wall Feature Type L - OMNICRON 516003 - 3Watts
Colour as selected
M
LED Wall Mounted Downlight Colour as selected Type M - JACKIE LED WALL DOWN 8412800 - 5Watts
P
LED Wall Mounted Up/Downlight Type P - DELTA 507133 - 4.5watts
Colour as selected
LED Wall Mounted Downlight Type Q - PERSEO 525003 - 9Watts
Colour as selected
LED Semi Recessed In Floor Mounted Type R - KAMINO 130 535021 - 2 Watts
Colour as selected
LED Tube Light Ceiling Mounted Type S - PHILLIPS T8 - 20 Watts
Colour as selected
Suspended Aluminum Extrusion - Opal Diffuse Type C1 - ICON - 31Watts per Meter
Colour as selected
Suspended Pendant Light - Opal Diffuse Type C2
Colour as selected
G B
B
M
B
CH +2700
CH +2700
CH +2960
M
EF
CH +2700
Q
CH +2700 B
B
CH +2700
M
B B
B
B
B
B
CH +2700
B
B B
SA
CH +2700 MB
CH +2700 B
B
B
EF
B
B
CH +2700
M
S C1
MB
B
CH +2700
R
CH +2700
B
B
B
M
CH +2700 SA
CH +2700
B
TV
S
B
B
B
H
M S
PH/D
B
B
CH +2700
M
EF
Colour as selected
B
B
B
LED Ceiling Mounted Downlight - Circular Type G - ALBA R - 11Watts
ILIN
B
B
B
G
C2
B
M
B
Colour as selected
CE
CH +2700
C2
CH +2700
B
LED Ceiling Recessed Downlight Type B - VENICE 3R - 8Watts
CH +2400
B
B
B
B
C2
B
B
B
B
B
OP
B
M
B
M
DR
B
C2
B
M
B
TV
B
B
B
Colour as selected
CH +2700
TV
CH +2700
CH +2400
B
CH +2700
NG ILI CE
B
M
B
B
B
B
C2
G IN
B
C2
IL CE
B
B
LED Ceiling Recessed Adjustable Downlight Type A - VENICE 2 - 8 Watts
OP
B
B
CH +2700 B
B
OP DR
B
CH +2700
B
CH +2400
B
DR
B
B
B
A
B
M
CH +2700
C2
M S
CH +2675
Denotes exhaust fan. (Switching to be verified on site with builder prior to any works).
Denotes Motion/Occupancy Sensor
Ceiling mounted exhaust fans in accordance with BCA 2010 Part-3.12.3.4 & Part-3.8.5.1 Fans must be fitted with a sealing devise such as a self-closing damper, filter or the like. Fans to provide a min. 25 litres per second exhaust rate and to be ducted to Hard wired smoke detectors in accordance with external walls. current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than 1.5m from bedroom door entries.
Denotes Speakers.
Speakers to be connected to audio & tv outlets
MD
Denotes motion detected.
Lights to be motion sensor activated.
HA
Denotes home automation.
Lights to be connected to home automation system.
SM
Soffit Mounted
ES
Denotes energy saving
DM
Denotes light fixtures to be connected to dimmer switch.
EF
S
Denotes smoke alarm.
SA SA SP
ELECTRICAL PLAN_GF 1 : 100
Denotes general light switching.
E
FM
W
S
N
1
Refer to drawing for specified height.
Denotes Floor Mounted Box with tile finish lid
Typically 6w powered light
Selected 1,2,3 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise.
ELECTRICAL LEGEND SYMBOL
DESCRIPTION/SPECIFICATION
REMARKS/EXAMPLES
Single General Power Outlet (GPO).
GPO to be 300mm above floor level unless noted otherwise.
Double General Power Outlet (GPO).
GPO to be 300mm above floor level unless noted otherwise.
EXT
External double General Power Outlet (GPO).
Height to be verified on site prior to any works.
HTR
Single General Power Outlet (GPO) for Heated Towel Rail.
GPO height & location to be verified on site prior to any works.
Television outlet.
GPO to be 300mm above floor level unless noted otherwise.
Telephone / Data CAT 5.
Outlet to be 300mm above floor level unless noted otherwise. To be connected back to fuse box cupb.
TV
PH/D
B
B
B
B
B
B
EF
CH +2700
B
CH +2700
B
CH +2700
B
B
AFL
Denotes height of GPO to be mounted above finished floor level.
B B
B
B
B
B
B
B
B
B
B
A
LED Ceiling Recessed Adjustable Downlight Type A - VENICE 2 - 8 Watts
Colour as selected
B
LED Ceiling Recessed Downlight Type B - VENICE 3R - 8Watts
Colour as selected
G
LED Ceiling Mounted Downlight - Circular Type G - ALBA R - 11Watts
Colour as selected
H
LED Ceiling Mounted Downlight - Square Type H - ALBA R - 11Watts
Colour as selected
K
LED Ceiling Mounted Downlight Type K - BETA 506003 - 3Watts
Colour as selected
L
LED Semi Recessed Wall Feature Type L - OMNICRON 516003 - 3Watts
Colour as selected
M
LED Wall Mounted Downlight Colour as selected Type M - JACKIE LED WALL DOWN 8412800 - 5Watts
P
LED Wall Mounted Up/Downlight Type P - DELTA 507133 - 4.5watts
Colour as selected
LED Wall Mounted Downlight Type Q - PERSEO 525003 - 9Watts
Colour as selected
LED Semi Recessed In Floor Mounted Type R - KAMINO 130 535021 - 2 Watts
Colour as selected
LED Tube Light Ceiling Mounted Type S - PHILLIPS T8 - 20 Watts
Colour as selected
Suspended Aluminum Extrusion - Opal Diffuse Type C1 - ICON - 31Watts per Meter
Colour as selected
Suspended Pendant Light - Opal Diffuse Type C2
Colour as selected
EF
B
B
B
CH +2700
B B
B
CH +2700
B
C2 B
B
B
B
B
B
CH + 2700
M SA
M B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
SA B
B
B
SA
M
CH +2700 B
B
B
B
B
B
B
B
B B
B B
CH +2700
CH +2700
B
CH +2700
SA B
B
B
B
B
M
B
B EF B
EF
B
B
CH +2700
B
B
B B
B
B
B
B
CH +2700 B
B
B
B
B
B
CH +2700
EF B
B
B
Q
B
R S C1 C2
Denotes exhaust fan. (Switching to be verified on site with builder prior to any works).
Denotes Motion/Occupancy Sensor
Ceiling mounted exhaust fans in accordance with BCA 2010 Part-3.12.3.4 & Part-3.8.5.1 Fans must be fitted with a sealing devise such as a self-closing damper, filter or the like. Fans to provide a min. 25 litres per second exhaust rate and to be ducted to Hard wired smoke detectors in accordance with external walls. current AS 3786. & as per Reg. 3.7.2.3 (b) of the BCA 2010. Note: smoke detectors adjacent bedrooms to be no more than 1.5m from bedroom door entries.
Denotes Speakers.
Speakers to be connected to audio & tv outlets
MD
Denotes motion detected.
Lights to be motion sensor activated.
HA
Denotes home automation.
Lights to be connected to home automation system.
SM
Soffit Mounted
ES
Denotes energy saving
DM
Denotes light fixtures to be connected to dimmer switch.
EF
Denotes smoke alarm.
SA
1 : 100 SP
Denotes general light switching.
E
FM
W
S
N
1
SA
ELECTRICAL PLAN_FF
Refer to drawing for specified height.
B B CH +2700
B
B
B
B
CH +2700
SA
B
B
B SA
C2
B
B
B
B
B
B
CH +2700
Denotes GPO to be mounted 180mm Above Bench.
B
B
B
AB
Denotes Floor Mounted Box with tile finish lid
Typically 6w powered light
Selected 1,2,3 & 4 way light switches as required 1100mm Above Floor Level unless noted otherwise.
700
810
349
100 300
300
BULKHEAD
BULKHEAD
RECESSED RANGEHOOD
800
900
1349
RECESSED RANGEHOOD
OVERHEAD CUPBOARDS
400
1510
BULKHEAD
300
UNIT 1 GROUND FLOOR CHL
100 300
RL 83.200 FFL
1000 RH-01
PENDANT LIGHT
RH-01
CTP DR FR
600
D10 1GF
OV-01
SNK-01
50
DR
50
CTP
CTP
FR
50
1900
874
GPO
2400
600
540
GLASS SPLASHBACK
RH-01
DR
900
750 100
100
SNK-01
RL 80.500 FFL
UNIT 1 GROUND FLOOR FFL
735
867
1000
705
2308
300
SKIRTING
874 700
874
2160
B WD016
C
A
D
B
1 : 25
KITCHEN_ELEVATION B 1 : 25
UNIT 1 GROUND FLOOR CHL
NG ILI CE
300
OP DR
RL 83.200 FFL
KITCHEN_ELEVATION A
100 300
A
3733
CTP
2308
SNK-01
DR
1000
3643
900
OV-01
OVERHEAD CUPBOARDS ABOVE
900
750
SB DR
COOK TOP. REFER SPECIFICATION AND SCHEDULES. DRAWER. REFER SPECIFICATION AND SCHEDULES. FRIDGE. REFER SPECIFICATION AND SCHEDULES. OVEN.REFER SPECIFICATION AND SCHEDULES. RANGEHOOD. REFER SPECIFICATION AND SCHEDULES. SPLASHBACK. REFER SPECIFICATION AND SCHEDULES. SINK. REFER SPECIFICATION AND SCHEDULES.
BULKHEAD
E OV AB
BULKHEAD
1000
800
RECESSED RANGEHOOD
1450
FR
RH-01
600
PENDANT LIGHT
RL 80.500 FFL
800
950
100
1
UNIT 1 KITCHEN_PLAN
DR
UNIT 1 GROUND FLOOR FFL
1 : 25
735
735
735
734
300
735
700
3733
1000
KITCHEN_ELEVATION C
D
1 : 25 RL 83.200 FFL
UNIT 1 GROUND FLOOR CHL
RL 80.500 FFL
UNIT 1 GROUND FLOOR FFL
1160
700
2
1 : 25
850 900
40
47
F
843
WD016
907
1445
G
1860
KITCHEN_ELEVATION D
950
C
900
CTP
1000
950
1160
950
700
1000 1600
100
600
600
6
3
KITCHEN_VIEW 2
UNIT 1_PANTRY_PLAN 1 : 25
760
860
500
OVERHEAD CUPBOARDS ABOVE
F
400
PANTRY_ELEVATION F 1 : 25
500
600
G
420
1000
PANTRY_ELEVATION G 1 : 25
KITCHEN_VIEW 1
RL 83.200 FFL
400 x 200 WALL TILE
UNIT 1 GROUND FLOOR CHL
1200
W05 1GF
700
B
700
W06 1GF
1450
WD017 C
1900
400 x 200 WALL TILE
MIRROR
1350
900
TOWEL RAILA D
400 x 200 WALL TILE
400 x 200 WALL TILE
300
80
300
770
300
1120
300
900
TIL-01
UNIT 1_ENSUITE_PLAN
1060
890
1 : 25
550
VBT
435
ENSUITE_ELEVATION C
D
1 : 25
360
700
W08 1GF
SHR TIL-01 TRH VBT WC
2340
300
1100 CL
1 : 25
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SHOWER. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES.
932
1200 2700
ENSUITE_ELEVATION D
400 x 200 WALL TILE
D05 1GF
VBT
40
VBT TRH
40 300
G
2400
WD017
WC
800 CL TRH
900
TRH
UNIT 1_P'DR_PLAN
3
E
1 : 25 RL 86.200 FFL
449
457
405
620
800 CL TRH
768
860
550
1075
P'DR_ELEVATION E
770
155
SKIRTING
G
1 : 25
P'DR ELEVATION G 1 : 25
400 x 200 WALL TILE
400 x 200 WALL TILE
UNIT 1 FIRST FLOOR _CHL
495
220
P'DR ELEVATION F
F
1 : 25
243
1806
500
400 x 200 WALL TILE
400 x 200 WALL TILE
300
SKIRTING
25
300
900
UNIT 1 GROUND FLOOR FFL
300
770
WC
300
RL 80.500 FFL
1145
300
550
900
TRH
860
800 CL TRH
EF
8
H
1427
ENS. 2_ELEVATION H 1 : 25
2700
2400
2700
2400
550
441
I
443
426
ENS. 2_ELEVATION I 1 : 25
D13 1FF
MIXER
SKIRTING
495
1240
J
1000
WC
MIXER
980
TOWEL RAIL 800 CL TRH
1000 CL
TOWEL RAIL 768
800 CL TRH
900
900 243
163
900
UNIT 1_ENSUITE 2_PLAN 1 : 25
UNIT 1 FIRST FLOOR FFL
2400
1932
1500 2700
2215
160
450 450
450
SKIRTING
SHR
TRH TRH
RL 83.500 FFL
878
TOWEL RAIL
WC
SHR
26
SHR
VBT
VBT
325
K
2700
150
J
1000
WD017
2400
H
W17 1FF
2140
2140
EF
592
TIL-01
690
I
1800
TRH
WC VBT
TOWEL RAIL
550
463
MIRROR
ENS. 2_ELEVATION J 1 : 25
958
900
K
ENS. 2_ELEVATION K 1 : 25
820
26
TOWEL RAIL
932
435
EF
1200
550 2220
F
E
1300
768
550
MIRROR
TIL-01
1120
800 CL TRH
900
C
400 x 200 WALL TILE 300
UNIT 1 GROUND FLOOR CHL
550
1 : 25
400 x 200 WALL TILE 300
RL 83.200 FFL
550
ENSUITE_ELEVATION B
B
300
155
1250
300
1350
20
1695 770
900
SKIRTING SKIRTING
ENSUITE_ELEVATION A
A
1 : 25
770
800 CL TRH
1100 CL
UNIT 1 GROUND FLOOR FFL
900
1
2700
550 RL 80.500 FFL
SKIRTING
TUB
1100
400
210
WC
400
451
550
SHOWER GLASS SCREEN
300
210
550
TOWEL RAIL
435
TUB
900
435
TOWEL RAIL
450
BATH AND SHOWER MIXER
VBT TRH
TRH
400
450
VBT
1100 CL
BATH AND SHOWER MIXER
D04 1GF
TOWEL RAIL
WC
2400
SHOWER GLASS SCREEN
GLASS SCREEN
1000
EF
3770
1500
80
450
450
400 x 200 WALL TILE
UNIT 1 FIRST FLOOR _CHL
400 x 200 WALL TILE
TUB
1290
930
775
775
1800 2400
2700
2300
TOWEL RAIL
MIXER 1100 CL TUB
400
TUB
MIXER
1000
MIXER 400
1000
768 RL 83.500 FFL
800 CL TRH
TRH
550
VBT
SHR
WC
917
109
TIL-01
OVERALL
90
BATHROOM
1307
C
2700
55
B
2507
SHR
WD018
TOWEL RAIL
980
D
EF
1932
A
TIL-01
2507
W25 1FF
2400
P'DR
1200
1200
SHR
592
TRH
WC
OVERALL
520
300
RL 86.200 FFL
TUB
900
90
TOWEL RAIL
550
SHOWER
650
2570
300
1200
SKIRTING
UNIT 1 FIRST FLOOR FFL
650
3770
550
90
1500
80
815
900
385
757
550
3770
UNIT 1_P'DR & BATH_PLAN
A
1 : 25
400 x 200 WALL TILE
1 : 25
400 x 200 WALL TILE
490
300
300
UNIT 1 FIRST FLOOR _CHL
RL 83.200 FFL
635
MIRROR
UNIT 1 GROUND FLOOR CHL
965
490
950 WD018
810
400X200 TILE SPLASHBACK
TIL-01
UNIT 1 FIRST FLOOR FFL
600 385
390
390
390
550
1142
760
WM
1000
815
RL 80.500 FFL
UNIT 1 GROUND FLOOR FFL
100
RL 83.500 FFL
890
TUB
400
900
900
579
30
VBT
E
127
VBT
579
300
1957
2700
2300
OVERHEAD CUPBOARDS
800
1200
1200 300
OVERALL 2400
490
D18 1FF
WM
2700
490
579
C
EF
SHR TIL-01 TRH VBT WC WM
BATH_ELEVATION C 1 : 25
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SHOWER. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WASHING MACHINE. REFER SPECIFICATION AND SCHEDULES.
D
BATH_ELEVATION D 1 : 25
2
UNIT 1_LAUNDRY_PLAN 1 : 25
E
579
800
L'DRY ELEVATION E 1 : 25
890
300
RL 86.200 FFL
B
1 : 25
BATH_ELEVATION B
50
1
P'DR & BATH_ELEVATION A
2800 RL 82.700 FFL
UNIT2 GROUND CEILING
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
BULKHEAD RECESSED RANGEHOOD
BULKHEAD
OVERHEAD CUPBOARDS
RECESSED RANGEHOOD
800
800
400
PENDANT LIGHT
840
600
OV-01
WD019
900
3915
DR
C
DR
2675
2600
2100
DR
D
A
CTP
900
CTP
2300
600 1900 3010
CTP
2700
RH-01 SNK-01
905
100 300
RL 82.700 FFL
1000
100 300
1100
100 300
700
RL 80.000 FFL
B
RL 80.000 FFL
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
300
OP DR
1000
1100
ILI CE
870
705
700
1800
840
4515
NG E OV AB
OVERHEAD CUPBOARDS1100
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
A
1 : 25
B
UNIT 2_KITCHEN_ELEVATION B 1 : 25
1000
1010
905
1000
UNIT 2 _KITCHEN ELEVATION A
FR
820
900
90
1590
90
3400
1
1 : 25
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
CTP
COOK TOP. REFER SPECIFICATION AND SCHEDULES. DR DRAWER. REFER SPECIFICATION AND SCHEDULES. FR FRIDGE. REFER SPECIFICATION AND SCHEDULES. OV-01 OVEN.REFER SPECIFICATION AND SCHEDULES. RH-01 RANGEHOOD. REFER SPECIFICATION AND SCHEDULES. SNK-01 SINK. REFER SPECIFICATION AND SCHEDULES.
300
300
RL 82.700 FFL
UNIT 2_KITCHEN PLAN
BULKHEAD
2700
1450
1450
PENDANT LIGHT
RL 80.000 FFL
950
950
SNK-01
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
745
743
745
745
2978
C
1 : 25
300
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
100 300
RL 82.700 FFL
UNIT 2_KITCHEN_ELEVATION C
RECESSED RANGEHOOD
W06 2GF
D08 2GF
600
RH-01
1450
800
PENDANT LIGHT
RL 80.000 FFL
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
D
UNIT 2_KITCHEN_ELEVATION D 1 : 25
950
900
CTP
6
KITCHEN _VIEW 1
900
1648
241
1050
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
RL 82.700 FFL
OVERHEAD CUPBOARDS OVERHEAD CUPBOARDS
895
850
OVERHEAD CUPBOARDS
300
300
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
RL 82.700 FFL
1000
818
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
853
RL 82.700 FFL
1958
WD020
897
OVERHEAD CUPBOARDS
897 UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
890 1158
1958
800
460 1350
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
RL 80.000 FFL
1958
1103
UNIT 2_LAUNDRY PLAN
1
A
1 : 25 646
L'DRY_ELEVATION A 1 : 25
754 RL 82.700 FFL
3
UNIT 2_PANTRY PLAN
B
1 : 25
400 x 200 WALL TILE
UNIT UNIT22GROUND GROUNDCEILING FLOOR CHL
384
459
460
PANTRY_ELEVATION B
RL 85.700 FFL
255
395
365
910
300
450
900
.98.8 9 77
600
925
MIRRO R
WC
860
468
1 : 25 400X200 TILE SPLASHBACK
UNIT 2 FIRST FLOOR CEILING
TRH
422
PANTRY ELEVATION C
C
1 : 25
3065 465
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
RL 80.000 FFL
300
RL 80.000 FFL
1158
300
800
2700
400 x 200 TILE SPLASHBACK
460
WM
900
2700
900
1946
1486
OVERHEAD CUPBOARDS
P'TRY
400 x 200 TILE SPLASHBACK
600
OVERHEAD CUPBOARDS
B
C
850
1053
T
W
850
400X200 TILE SPLASHBACK
1948
LAUNDRY
2700
1348
A
1948
WD020
610
MIRRO R
EF
RL 80.000 FFL
2455 600
748
600
600
RL 85.700 FFL
2485 408
407
437
438
385
8
1 : 25 400X200 WALL TILE
RL 85.700 FFL
UNIT 2_ENSUITE 1_PLAN
E
1 : 25 400 x 200 WALL TILE
UNIT 2 FIRST FLOOR CEILING
SHOWER SCREEN
RL 85.700 FFL
463
MIXER
1000
CL TRH
620
910
160
450
ENSUITE 1_ELEVATION E 1 : 25 1870
UNIT 2 FIRST FLOOR CEILING
400 x 200 WALL TILE
410
1670 2485
RL 83.000 FFL
TRH VBT WC WM
437
437
2700
2700
G
ENSUITE 2_ELEVATION G 1 : 25
TUB RL 83.000 FFL
UNIT2 FIRST FLOOR LEVEL
UNIT2 FIRST FLOOR LEVEL
743
795
1127 1870
H
ENSUITE 2_ELEVATION H 1 : 25
F
ENSUITE 1_ELEVATION F 1 : 25
MIXER
1000
MIXER
1000
768
768
WC
2480
UNIT 2_ENSUITE 2_PLAN
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES. WASHING MACHINE. REFER SPECIFICATION AND SCHEDULES.
2400
RL 83.000 FFL
815
EF
900
UNIT2 FIRST FLOOR LEVEL
1 : 25
WC
400
815
400
WC
800 CL TRH
TRH
DOUBLE SHOWER UNIT 2700
BATH AND SHOWER MIXER
1250
EF
300
1615 1065
WD020
815
H
11
DOUBLE SHOWER UNIT
G
2400
VBT
WC
1932
1932
550
TRH
W18 2FF
W30 2FF
1500
1450
SHOWER SCREEN
800 1615
MIRRO R
SHOWER UNIT 2700
2400
1932
1200
463
7
BATH / SHOWER MIXER
P'DR ELEVATION D
UNIT 2 FIRST FLOOR CEILING
UNIT2 FIRST FLOOR LEVEL
300
D
1 : 25
RL 83.000 FFL
WC
300
6
610 3065
1400
UNIT 2_ P'DR _PLAN
2400
900
900
UNIT2 UNIT 2GROUND GROUNDFLOOR FLOORLEVEL
580
DOUBLE SHOWER UNIT
EF
WC 800 CL TRH
768
TRH
VBT
768
WC
F
300
WD020
800
1200
VBT
2700
E
1320
VBT
820
DOUBLE SHOWER UNIT
1870
2400
P'DR
1870
D
WC
MIRROR
2548
WD020
1500
748
550
TRH VBT
1850
RL 81.860 FFL
955 475
UNIT 3 GROUND FCL
475
RL 81.860 FFL
300
900
UNIT 3 GROUND FCL
300
900
1932
TRH
RL 79.160 FFL
550
65
1450 2000
1855
UNIT 3_ENSUITE 2_PLAN
A
1 : 25
ENSUITE 2 ELEVATION A
B
1 : 25
ENSUITE 2 ELEVATION B 1 : 25
UNIT 3 GROUND FCL
UNIT 3 GROUND FCL
RL 81.860 FFL
UNIT 3 GROUND FLOOR FFL
RL 79.160 FFL
300
300
300
RL 81.860 FFL
RL 79.160 FFL
960 1855
MIRROR 2700
2700
2400
SHR
1200
MIRROR 2700
1800
MIRROR
SHR
RL 79.160 FFL
1100
MIXER
1000
900
UNIT 3 GROUND FLOOR FFL
515
585
350
450
550
925 900
2000
475 950
1850
C
ENSUITE 2 ELEVATION C 1 : 25
D
ENSUITE 2 ELEVATION D 1 : 25
TOWEL RAIL 1200
VBT WC
800 CL TRH
4
768
UNIT 3 GROUND FLOOR FFL
895
1200
770
WC
UNIT 3 GROUND FLOOR FFL
1200
1020
2700 800 CL TRH
1200
EF
515
2400
2700
2700 2000
B
WC
TRH VBT WC
TRH
TOWEL RAIL
A
D15 3GF
1100
WD023
TOWEL RAIL
C
TOWEL RAIL
SHR TIL-01
VBT
1100 CL
585
2000
DTIL-01
1450
SHR
TOWEL RAIL
VBT
EF
MIRROR
1200
900
550
400X 200 mm WALL TILE
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SHOWER. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES.
UNIT 3 FF CEILING
300
W17 3FF
EF
1000
RL 84.860 FFL
820
79
1205
400X200 mm WALL TILE
300
400X200 mm WALL TILE
2023
W24 3FF
SHR TIL-01
1650
TRH
VBT
A
TOWEL RAIL
TUB
WC
2400
C
WD024
VBT
2700
D
D21 3FF
SHR
RL 82.160 FFL
900
WC
TUB
400
TOWEL RAIL 800 CL TRH
TUB
VBT
1100
800 CL TRH
400
750
3935
WC
TOWEL RAIL 1700
TRH 1100
7 . 79
B
UNIT 3 FIRST FLOOR FFL
SKIRTING 2025
WC
565
EF
820
1345
655
548 550
2018
TRH
3935
TOWEL RAIL
TIL-01
A
BATH ELEVATION A
B
1 : 25
BATH ELEVATION B 1 : 25
1264
SHR
UNIT 3 FF CEILING
300
300 900
1 : 25
900
2700
UNIT 3_BATH_PLAN
RL 82.160 FFL
2700
954 SHOWER UNIT
VBT
TUB RL 82.160 FFL
UNIT 3 FIRST FLOOR FFL
SKIRTING 1790
548 1070
655
1070
820
2025
3935
C
BATH ELEVATION C 1 : 25
D
BATH ELEVATION D 1 : 25
TUB
1
UNIT 3 FIRST FLOOR FFL
317
400
160
1200
477
1200
1069
RL 84.860 FFL
MIRROR
47 .3 1069
UNIT 3 FF CEILING
300
RL 84.860 FFL
400X200 mm WALL TILE
400X200 mm WALL TILE
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SHOWER. REFER SPECIFICATION AND SCHEDULES. TILE FLOORING TYPE 1. REFER SPECIFICATION AND SCHEDULES. TOILET ROLL HOLDER. REFER SPECIFICATION AND SCHEDULES. VANITY BENCHTOP. REFER SPECIFICATION AND SCHEDULES. WATER CLOSET. REFER SPECIFICATION AND SCHEDULES.
GENERAL NOTES (NCC 2014)
1
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2013 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
2
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
3
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
4
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
5 6
SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7
THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
8 9 10
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES.
11
CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE.
12
ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE BCA. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES.
13
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
14
ALL MASONRY TO COMPLY WITH CURRENT AS 3700 AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS.
15
ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES IN ACCORDANCE WITH AS 3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH BCA REGULATION 3.8.1-3.8.1.27 AND AS 3740-2004: 'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
16 16
GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
17
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
18
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; - 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND - WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS.
19
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.
20
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND...
21
HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.
22
BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
23
U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC.
24
ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
WALL LININGS: 1 2 3
TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS). TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE). ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 TERMITE RISK MANAGEMENT. THE BUILDER/OWNER SHALL: 1 NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO... 2 RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. 3 A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION. 4
THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL. IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED EITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS. REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
INSULATION REQUIREMENTS AS PER ENERGY RATERS REPORT REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT. PROPOSED DWELLING - ACHIEVES 6.0 STARS SUMMARY REPORT: - CEILINGS: R5.0 BATTS TO HOUSE, EXCLUDING GARAGE - FLOOR: R2.0 BULK INSULATION TO FIRST FLOOR. - WALLS: R2.5 BATTS WITH RFL. - EXPOSED UPPER FLOORS ABOVE GARAGE FLOORS R3.5 BATTS. - DOUBLE GLAZING TO ALL PROPOSED WINDOWS AND DOORS. - ALL EXHAUST FANS ARE SELF CLOSING....
RAIN WATER TANK (RWT) PROVISIONS NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS. ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1. ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S. THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES REQUIREMENTS. ALLOW TO PROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM). ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
40 WILLIAM ST MT WAVERLEY PROPOSED DWELLING SITE CLASSIFCATION SITE CLASSIFICATION AS: CLASS P SOIL REPORT FILE REF. NO: CS230914 BAYSIDE GEOTECHNICAL
DESIGN GUST WIND SPEED / WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND / WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS.
DRAWING REGISTER DRAWING A01 A02 A03 A04 A05 A06 A07 A08 A09 A10 A11
TITLE
REV
GENERAL NOTES C SITE PLAN C GROUND FLOOR PLAN C FIRST FLOOR AND UPPER ROOF PLAN C ELEVATIONS C ELEVATIONS AND SECTIONS C SECTIONS C SECTIONS C SECTIONS C WINDOW SCHEDULE C SHADOW COMPLIANCE C
DATE 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015 25/02/2015
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
HW
GUTTER 114.62
HW
HEADER 111.08 SILL 109.47
10 8. 29
10 8. 52
10 8. 50
10 8. 67
10 8. 67
10 8. 74
10 8. 68
10 8. 27
12.04
EAVE 111.21
STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
10 8. 12 10 8. 33
10 8. 25
PLANTER
ELECTRICAL METER BOX
GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE
10 8. 33 10 8. 28
10 8. 50
10 8. 74
EXISTING CROSSOVER TO BE REMOVED AND REINSTATED AS PER MONASH COUNCIL'S SPECIFICATION AND STANDARD DRAWINGS.
10 8. 55 10 8. 70
10 8. 50
PROPOSED CROSSOVER TO AS PER MONASH COUNCIL'S SPECIFICATION AND STANDARD DRAWINGS.
AREA SCHEDULE NAME AREA FIRST FLOOR GARAGE GROUND FLOOR TRUCK GARAGE VOID
NAME 10 8. 69
SITE TRUCK GARAGE BUILDING
DECIDUOUS GUTTER 0.2DIA 3S 112.12
IRON PICKETS ON BRICK 1.5 m
NAME
10 8. 89 E
10 8. 92
TOP OF STRUCTURAL STUD WALL
1500
10 8. 41
10 8. 57
10 8. 54
TITLE BOUNDARY 21.45m 270°00'
1.2m MAX HEIGHT FRONT FENCE
1.2m MAX HEIGHT FRONT FENCE
RIDGE 114.41
GUTTE 111.44
V
HE S
27
SURFACE INLET
EXISTING CROSSOVER TO BE REMOVED AND REINSTATED AS PER MONASH COUNCIL'S SPECIFICATION AND STANDARD DRAWINGS.
HW
HEADER 111.83 SILL 110.47
NORTH:
INSPECTION OPENING
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
RIDGE 113.88
RIDGE 113.10 E RIDG 08 113. 31 PARK SINGLE STOREY
33 PARK LANE TWO STOREY BRICK
4310
10 8. 94
200
HEADER 111.64 SILL 109.40
RIDGE 114.65
HEADER 111.85 SILL 110.69
GUTTER 112.25
HEADER 111.74 SILL 109.59
HW
POLE
RIDGE 113.44
GUTTER 112.24
HW
11 1.0 7
3/29 PARK LANE SINGLE STOREY BRICK FLOOR LEVEL 109.52
GUTTER 112.31 HW
108 0
GUTTER 112.15
GUTTER HEADER 111.26 112.26
HEADER 111.64 SILL 109.40
J. PIT
10 8. 95
TIMBER SHED
11.2
PRIVATE OPEN SPACE
1570 2910
10 8. 63
HEADER 111.64 SILL 110.30
ACCESS PANEL
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
10 8. 75
PRIVATE OPEN SPACE
350
10 8. 52
GUTTER 112.13
RIDGE 111.27
G>I> SHED
SHED PARAPET 111.34
300∅ SURFACE INLET
1334
TITLE BOUNDARY 58.23m 180°04'PALING 1.8 m
DP
150∅ uPVC SEWER QUALITY PIPE
6030
1825
150∅ uPVC SEWER QUALITY PIPE
DP 10 8. 64 10 8. 83
10 8. 71
SI
HEATED TOWEL RAIL
T.O. STUD GB S.S
8810
10 8. 59 10 8. 72 10 8. 94
10 8. 92
150∅ SEWER PIPE, DEPTH 2.03m
DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL
F.W
CONCRETE DRIVEWAY
DP
PARAPET 111.68
10 8. 60
10 8. 85
10 8. 88
DP
1.83 EASEMENT
10 9. 06
PARAPET 110.88
480
10 8. 42
10 8. 37
4690
DP 10 8. 65
10 8. 59
10 8. 75
10 8. 74
108.6
CAR GARAGE FSL 108.808
DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL
M.B
DECIDUOUS 0.1DIA 2S
380 820
1.2m MAX HEIGHT FRONT FENCE
GROUND FLOOR FSL 108.98
SEWER PIPE, DEPTH 2.26m
BRICK 1.9 m
100∅ uPVC SEWER QUALITY PIPE
LOT 1 & 2 Nº 40
GUTTER 112.17
150∅ 109.0
10 9. 04
DP
10 8. 60
150mm WIDE SLOT DRAIN
10 8. 56
10 8. 73
SP DP
EASEMENT
EASEMENT 10 8. 71
100∅ uPVC SEWER QUALITY PIPE
PROPOSED DOUBLE STORY DWELLING
DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB)
O.F COL
CONCRETE KERB AND CHANNEL
1.83 EASEMENT
10 9. 00
10
8. 1.2m MAX HEIGHT FRONT FENCE 4
8.8 10
1965
DP OF
10 8. 55
DP
O.F 10 8. 73 10 8. 72
DP 10 8. 75
10 8. 72
STORAGE SHED FSL 108.950
150mm WIDE SLOT DRAIN
RWT
10 8. 83
TITLE BOUNDARY 21.36m 269°16'
ALFRESCO FSL 108.98
SHEET NUMBER
PIT
108 .6
150∅ SEWER PIPE, DEPTH 2.33m
SPACE
SWIMMING POOL
RWT
10 8. 64
10 8. 59
PIT
DP
10 8. 73
IPE YP T I L QUA
10 8. 61
108.6
ER EW S C uPV ∅ 150
10 8. 69
10 8. 64
IPE LITY P A U Q EWER PVC S u ∅ 0 15
ELEVATION NUMBER
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
10 8. 8 10 1 8. 74
10 8. 72
10 8. 62
10 8. 65
8185
1.83 EASEMENT
150∅ uPVC SEWER QUALITY PIPE
CONCRETE DRIVEWAY
PIT
FLOOR LEVEL
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
ECIDUOUS 0.6DIA 15S
1.83 EASEMENT
WINDOW/DOOR NUMBER
W01 GF
10 8. 18
HEADER 114.07 SILL 112.72
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM - REFER TO GENERAL NOTES
1 A001
2.02
10 8. 69
SA
FLOOR LEVEL 108.98
HW
HEADER 111.08 SILL 109.47
TITLE BOUNDARY 58.50m 359°58'
EF
NATIVE 0.1DIA 1S
RIDGE 110.86
DECIDUOUS 0.6DIA 10S
HEADER 111.08 F/L 108.98
PRIVATE OPEN SPACE
DECIDUOUS 0.4DIA 12S
RIDGE 117.30
HEADER 114.07 SILL 112.72
HW
PARAPET 112.62
SOLAR PANEL PARAPET 116.38
WILLIAM STREET
RIDGE 115.78
IRON PICKETS ON BRICK 1.5 m
42 WILLIAM STREET TWO STOREY BRICK
GUTTER 114.62
IRON SHED
BALCONY OVER PORCH
HEADER 111.08 SILL 109.47 HW
PARAPET 111.47
ER 7
MARY SCHOOL OUND
BER L&TIM STEE HOUSE PLAY
BER L&TIM SE E E T S HOU PLAY
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
SITE No BUILDING DRIVEWAY TRUCK GARAGE Yes
250.21 m² 58.87 m² 281.84 m² 150.70 m² 25.42 m² 767.05 m² SITE COVERAGE AREA
RATIO
757 m² 151 m²
60.57% 12.07%
342 m² 1249 m²
27.36%
HARD SURFACE AREAS AREA PERMEABLE 390 m² 390 m² 429 m² 279 m² 151 m² 859 m²
No Yes Yes Yes
RATIO 31.23% 31.23% 34.35% 22.35% 12.07% 68.77%
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
EF 1 A07
4 A08 SA
30000 1680
7070
13220 240 600 240 600
6590
240 600
POOL AREA
COPE
2590
POOL
240
COL
4395
240
1800
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
240 600
1830
250 COL 830
5215
240
2280
240
6110
ALFRESCO 240
1 A001
TV UNIT
COPE
1440
LOUNGE
8270
240
240
10940
FAMILY
90
7290
DECKING
SMOKE ALARM - REFER TO GENERAL NOTES WINDOW/DOOR NUMBER FLOOR LEVEL
1800
4310
300
7000 250
240
4790
12020 300
1680
W01 GF
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
1250
1440
ENTRANCE
ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
240
510
240
3220 90
1000 90
90
7150
4810 DISPLAY UNIT
90
90 LINEN 90
1680
4790
5300
90
2400
1750
9240
L'DRY
P'DER
90
GARAGE 1
230
GARAGE 1
6490
600
240
600
TV 240
600
4790
LOUNGE
4310
1570 350
1570
240 ENTRY 240
ENTRY/LOUNGE
240
240
DP SP
17160
3130
STUDY
3000
STUDY
3000
STAIRS
STORE
3 A08
OF RH
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
240
90
90
90
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
LINEN 90 90
6720
6720
GARAGE 1
6640 230
230
230
240
1200
SCHEDULE OF FINISHES WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK" FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH
840 GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
230 1200
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING.
230
9240
6490
ROOF LEGEND
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
GARAGE 1
2060
90
840
STUDY
90 6490
PANTRY
90
FLOOR WASTE
4240
STORE 90 90 1380 1220
KITCHEN
240
4660
1250 STAIR 90
SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS
90
820
22680
GUEST
4550
6120
AJ
FAMILY / KITCHEN / DINING
ENS
90
2.4m LOWERED CEILING
W07 GF
GARDEN BED
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
GARAGE 1
STORAGE AREA
S. S AJ
D08 GF
FSL 108.828 CONC.
TOP OF STRUCTURAL STUD WALL
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
6640
FT.01
2160
11 A09
DOUBLE CAR GARAGE
P'DER
4210
AJ
5.54m WIDE x 2.40m HIGH SECTIONAL GARAGE DOOR
L'DRY
FT.01
DP
WM
D09 GF
1590
1110
CO L. FB.01
CO L.
AJ
W06 GF
820
W05 GF
PANTRY
EF
W04 GF
AJ
EF
820
DRY
SHR 1.59m x 1.0m
820
CM
CP.01
T.O. STUD GB S.S
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
1000
820
FB.01 820
820
KITCHEN
CO L.
MB
LINEN
GARAGE STORAGE
CO L.
OVEN
GUEST
FB.01
CO L.
STORE
CO L. SA FR
DISPLAY UNIT
FT.01
17 16 15 14 13 12 11 10
3200
BOOK SHELF & JOINERY UNIT
CO L.
8
STUDY
820
820
CO L.
AJ
ROBE
EF
DISPLAY
W03 GF
ENS.
L'DRY
7 9
90 90 2040
CO L.
DINING
4040 90 1000 300
6
FFL 109.026
240 240
2040
PANTRY
5
FB.01
2 A07
AJ
W08 GF
3
DINING
240
1440
2
LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
ELECTRICAL METER BOX
M.B
F.W
PORCH 1
350
UP
1120
1610
FFL 109.026
W09 GF
1810
D01 GF
DP
CO L.
CO L. CO L. FSL 109.000
1800
AJ
W02-1 GF
600 560
AJ
D02 GF
W02-2 GF
SA
D03 GF
GB
FAMILY
S. S
W01 GF
FB.01
FB.01
JOINERY UNIT
600 CO L.
DP 100mm WIDE TRENCH GRATE (u)
LOUNGE
FFL 109.026
CO L.
FFL 108.870
CO L.
240 240 5430
KITCHEN
KITCHEN
ROBE JN 1560
240
2160
2160
DECKING
C
CO L.
CO L.
DECKING
W30 GF
FAMILY
1200mm HIGH GLASS POOL FENCE
W31 GF
13555
W29 GF
OVER FLOW
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
AJ
DP
CO L. CO L.
TV JOINERY UNIT
AJ
150mm WIDE TRENCH GRATE 1200mm HIGH OL . GLASS POOL FENCE
RWT
POOL
CO L.
820
OF
TV JOINERY UNIT
P.01 FFL 108.876
CO L.
2030
D06 GF
AJ
850
FSL 109.000
GUEST 240
3570 SHR
P.01 FFL 108.876
T PAR T O SN RIER R A B ND LA O O P
MIT PER
4
ENS
2470
F.W
D05 GF
FFL 109.026
D07 GF DP
250
90 TV
FT.01 FSL 109.000
AJ
DP
CO L
90 240 1000 600
8955
600
4600
CO L
CO L
CO L
1830
CO L
CO L
CO L
CO L
90
90 90 500 500
9710
11700
3 A08
8270
FSL 108.970
4480
CO L
CONC.
17160
CO L
9870
STORAGE SHED
3060 COL
300
6.0m WIDE x 4.0m HIGH GARAGE ROLLER DOOR
ALFRESCO
COPING
3000
4680
ALFRESCO
4600
ALFRESCO
4450
2 A07
240 600
6.0m WIDE x 4.0m HIGH GARAGE ROLLER DOOR
4690
DP CO L
CO L
CO L
DP
FFL 109.026
SWIMMING POOL
CO L.
1200mm HIGH GLASS POOL FENCE
AJ
AJ
OF
CO L.
DP
CO L
AJ
1200mm HIGH GLASS POOL FENCE
300
COPING
300
240
240
11 A09
DP
O.F COL
1200
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
230
9700
1200
30000
840
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
1 A07
4 A08
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
GARAGE GROUND FLOOR PLAN 1 : 100
GROUND FLOOR PLAN 1 : 100
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
4 A08
DRAWING LEGEND
27180 1830
2090
4830
600
12770
6290
600
6110
690
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
GF OFFSET
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
90
4500
240
13370
90
MASTER BED 5000
90
1500
240
10940
240
4330
2960
WIR 90
2490
90
1500
90
4960
6280
MAKE UP
1400
1730
VOID
1200 90
VOID
90
SP DP
SA
LINEN
4490
RUMPUS
4550
1720
VOID
14100 5760
BED 2
5430
90
T.O. STUD GB S.S
GF WALLS
2310 450 BOX GUTTER
WINDOW/DOOR NUMBER FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
ELECTRICAL METER BOX
M.B
2130
750
W26 FF DP
W25 FF
1570 240
1900
90
3° W24 FF
SMOKE ALARM - REFER TO GENERAL NOTES
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
90
W27 FF
2130
90 3780
BED 3
BATH
FT.01
SP /O F
BATH
CO L
820
EF
CO L
WC FT.01
ROBE 2580
W23 FF
LINEN
HTR
W22 FF
EF
CO L
CO L
CP.01
CO L
820
W21 FF
820
820
EF
CP.01
ENS FT.01
BED 3
O.F COL
820
CP.01
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
90
820
3 A08
1500
600
CO L.
16 15 14 13 12 11 10
1250
1200
CP.01
ROBE 90 90
SA
ROBE
BED 4
WIR CO L
SP 90
BED 2
DN
SA
SHR 1.4m x 1.4m
W20 FF
1000mm BALUSTRADE FSL 112.200
VOID
1800
8
CUPB'D
1560
90
7
820 820
BED 4
4110
870
SHR 1.4m x 1.4m
WIR
BED 4
6
90
1560
5
9
ENS
5670
4110
90
W28 FF
4
STAIRS
3°
FT.01
W19 FF
3820
VOID
6700
ENS.
AJ
3
EF
450 BOX GUTTER
HALLWAY
90
90
1800
MAKE UP
1800 ENS 90
3650 10010
820
MAKE UP TABLE
240 240
AJ
1660
W10 FF
2030
VO ID
VOID
W14 FF
AJ
W13-1 FF
W13-2 FF
FLASHING
W15 FF
240
980
W16 FF
2
90
3635 250
DP
DP
WIR CP.01
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
90
CO L.
CO L.
CO L.
SP
1000mm BALUSTRADE
1 A001
90
RUMPUS
RUMPUS
CP.01
W11 FF
LINEN 90 90
MASTER BED
W12 FF
W01 GF
735
W17 FF
COL
FLASHING
3°
CP.01
W18 FF
EF
SA
450 BOX GUTTER
450 BOX GUTTER
HALLWAY/ MASTERBED
MASTER BED 8760 WIR
2180
90
4600
4840 WIR
90
14850
BED 2
BOX GUTTER
ID VO
3 A08
90
2180
90
4840
AJ
3°
4660
STAIRS
OF
AJ
240
240
ENS
750
2420
600
FLASHING
90
90 1100
VOID
GF OFFSET
90
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
RUMPUS
90
2090
F.W
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND 90
2420
90
ENS 90
2420
2000
90
5400
WIR 90
ENS
2000
90
5400
WIR 90
1800
1830
90
BED 4 90
5600
WIR
FIRST FLOOR PLAN
90
BED 4
4490
9210
2950
HALLWAY
STAIRS
4550
90
4500
90
BED 3 90
90
4660
2930
90
4660
ROBE
4550
90 1200 90
3210
BED 3
P'DER
BATH
5600
90
DP
BED 2
SP
90
OF
BED 2
90
RH
9320
- DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
7770 - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
GF OFFSET
1 : 100
- DENOTES 'COLORBOND' DOWN PIPES.
27180
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
4 A08 1 A07
4 A08
220 BOX GUTTER
DP
2 A07
FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH
1°
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
3°
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
3°
1°
DP
DP
BOX GUTTER BELOW
450 BOX GUTTER
1°
SP
11 A09
FLASHING
3°
WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK"
DP
2 A07
450 BOX GUTTER
SP
SCHEDULE OF FINISHES
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING.
12°
PARAPET 3 A08
3 A08
TIMBER FRAMING SCHEDULE
FLASHING
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
1°
1°
TYPICAL WALLS:
12°
450 BOX GUTTER
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
3°
FLASHINGS P/ OF
3°
3°
SP
600 BOX GUTTER
FLASHING
DP
DP
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
DP
5°
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
ROOF PLAN 1 : 100
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
11 A09
1 A07
4 A08
DRAWING LEGEND 4 A09
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
RF.02 FCL 114.900
EF
4 A09
TYPICALLY FLUSH TIMBER TYPE FINISH TO MATCH IN WITH GARAGE DOOR
RF.02
W28 FF
SC.01
W10 FF
W11 FF
SC.01
SC.01
2700
SC.01
SA W01 GF
W27 FF
1 A001
FIRST FLOOR FSL 112.200
780
RF.02 BC.01
2700
RF.01
SC.01
RF.01
BW.01
BC.01
W08 GF
BW.01
D01 GF
FCL 111.700
2700
GARAGE FCL 111.528
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
BW.01
W01 GF
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM - REFER TO GENERAL NOTES WINDOW/DOOR NUMBER FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
O.F COL
AJ
GARAGE FSL 108.828
GROUND FLOOR FSL 109.000
AJ 2.4h x 5.54w GARAGE TILT-A-DOOR CLAD WITH SCYON STRIA CLADDING REFER TO FINISHES SCHEDULE
CUSTOM FOLDED COLORBOND FLASHING COLOUR 0 "MONUMENT" REFER DETAIL.
ELECTRICAL METER BOX
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
600
600
T.O. STUD GB S.S
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
F.W
600
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
1 : 50
LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
M.B
NORTH ELEVATION
OVER FLOW
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
FCL 114.900
ROOF LEGEND SC.01
2700
RF.02
DP
W26 FF
RF.01
RF.02
SC.01
SP OF
W24 FF
O.G
O.G
W25 FF
O.G
RH
1200
W23 FF
1700
1700
W22 FF
O.G
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
FIRST FLOOR FSL 112.200
780
600
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
BW.01
BW.01
BW.01
2700
W31 GF D08 GF
W05 GF
AJ
GROUND FLOOR FSL 109.000
W07 GF
AJ
AJ
BC.01
FCL 111.528
RF.01
BW.01
SCHEDULE OF FINISHES WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK"
BW.01
2700
BW.01
WALL ON BOUNDARY 3100 MAX. HEIGHT
FCL 111.700
GARAGE FSL 108.828
EAST ELEVATION
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING.
580
600
1 : 50
FCL 114.900
W18 FF
W20 FF
RF.02
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
2700
RF.01
G A09
W19 FF
FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
G A09
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TYPICAL WALLS:
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
600
300
600
FIRST FLOOR FSL 112.200
MULTIPLE STUDS @ SIDES OF OPENINGS: FCL 111.700
W03 GF
BW.01
BW.01
BW.01
D07 GF
AJ
SOUTH ELEVATION
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
D09 GF
AJ
AJ
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
2700
RF.01
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
AJ
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC. GROUND FLOOR FSL 109.000
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
BW.01
BW.01
RF.02
600
600
250 x 250 SHS COLUMN AND BEAM ARRANGEMENT AS PER ENGINEER'S DESIGN AND SPECIFICATION TO BE HOT DIP GALVANIZED.
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
EF
FCL 114.900 BC.01
BC.01
BC.01
SA RF.02 SC.01
RF.02
BW.01
W13-1 FF
BW.01
BW.01
W14 FF
BW.01
W15 FF
2700
SC.01
W01 GF
1 A001 FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
750
FIRST FLOOR FSL 112.200
600
RF.02 RF.01 BC.01
BC.01
BC.01
BC.01
FCL 111.700 300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH. BW.01
RF.01
BW.01
BW.01
BW.01
BW.01
W02-1 GF
BW.01
D02 GF
2700
RF.01
D03 GF
AJ
AJ
FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
ELECTRICAL METER BOX
T.O. STUD GB S.S 1200mm HIGH GLASS BALUSTRADE AS PER MANUFACTURER'S SPECIFICATION AND NCC2014
1 : 50
WINDOW/DOOR NUMBER
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
GROUND FLOOR FSL 109.000
M.B
WEST ELEVATION
SMOKE ALARM - REFER TO GENERAL NOTES
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
O.F COL AJ
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
F.W
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
ROOF LEGEND DP
250 x 250 SHS COLUMN AND BEAM ARRANGEMENT AS PER ENGINEER'S DESIGN AND SPECIFICATION TO BE HOT DIP GALVANIZED.
SP OF RH
METAL SCREENING CUTOUT TO BE FIXED TO 250 x 250 SHS
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
250 x 250 SHS COLUMN AND BEAM ARRANGEMENT AS PER ENGINEER'S DESIGN AND SPECIFICATION TO BE HOT DIP GALVANIZED.
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
610
600
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). RF.01
RF.01 FCL 114.900
SCHEDULE OF FINISHES
FCL 114.900
W16 FF
W13-2 FF
WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK"
BC.01
2700
BC.01
W17 FF
250
W12 FF
BC.01
2700
SC.01
FIRST FLOOR FSL 112.200
FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH
FIRST FLOOR FSL 112.200 RF.01
BC.01
BC.01
BC.01
BC.01
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. FCL 111.700
FCL 111.700
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
FB.01
W29 GF
W02-2 GF
W30 GF
D05 GF
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
2700
1200 HIGH GLASS POOL BALUSTRADE AS PER MANUFACTUERER'S SPECIFICATION AND NCC REQUIREMENTS.
2700
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING.
TIMBER FRAMING SCHEDULE GROUND FLOOR FSL 109.000
GROUND FLOOR FSL 109.000
AJ
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
SWIMMING POOL AS PER POOL ENGINEER'S DESIGN AND SPECIFICATION. STRUCTURAL ENGINEER TO ENSURE THAT THE FOOTINGS MEET THE ANGLE OF REPOSE FOR THE POOL STRUCTURE.
FOOTINGS FOR POST TO ALLOW FOR ANGLE OF REPOSE OF SWIMMING POOL.
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS:
PART SOUTH ELEVATION 1 : 50
POOL AND BARRIERS NOT PART OF THIS PERMIT
POOL NORTH ELEVATION 1 : 50
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
EF
1 A09
SA
FIRST FLOOR FCL 114.900
W01 GF
2
2700
A09
BED 3
W17 FF
W16 FF
ROBE
1 A001 FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
FIRST FLOOR FFL 112.200
GROUND FLOOR FCL 111.700
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM - REFER TO GENERAL NOTES WINDOW/DOOR NUMBER FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
L'DRY
2700
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
CANTILEVER OUTRIGGERS TO FRAME FASCIA
DINING
O.F COL
D05 GF
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. ELECTRICAL METER BOX
M.B
GROUND FLOOR FFL 109.000 T.O. STUD GB S.S
H F.W
A09
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTAN OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND POOL AND BARRIERS NOT PART OF THIS PERMIT
SWIMMING POOL AS PER POOL ENGINEER'S DESIGN AND SPECIFICATION. STRUCTURAL ENGINEER TO ENSURE THAT THE FOOTINGS MEET THE ANGLE OF REPOSE FOR THE POOL STRUCTURE.
SECTION 1
DP SP OF
1 : 50
RH
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
- DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
250 x 250 SHS COLUMN AND BEAM ARRANGEMENT AS PER ENGINEER'S DESIGN AND SPECIFICATION TO BE HOT DIP GALVANIZED AND PAINTED WITH DULEX "FERREKO"
F A09
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
3 A09
W13-1 FF
W14 FF
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
SCHEDULE OF FINISHES WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK"
FIRST FLOOR FCL 114.900
2700
- DENOTES 'COLORBOND' DOWN PIPES.
W15 FF
MASTER BED 400 DEEP POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
1635
FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
FIRST FLOOR FFL 112.200
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. FCL 111.700 ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
2700
400 DEEP POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
LOUNGE
W02-1 GF
D02 GF
D03 GF
D06 GF
ALFRESCO
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
GROUND FLOOR FSL 109.000
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
8 A09
MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
SECTION 2 1 : 50 REINFORCED CONCRETE RAFT SLAB AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPEC.
SWIMMING POOL AS PER POOL ENGINEER'S DESIGN AND SPECIFICATION. STRUCTURAL ENGINEER TO ENSURE THAT THE FOOTINGS MEET THE ANGLE OF REPOSE FOR THE POOL STRUCTURE.
POOL AND BARRIERS NOT PART OF THIS PERMIT
1200mm HIGH GLASS BALUSTRADE AS PER MANUFACTURER'S SPECIFICATION AND NCC2014
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
300 x 45 LOSP PRE-PRIMED LASER CUT TIMBER FASCIA BEAMS PAINTED BLACK FINISH.
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
EF
FCL 114.900
2700
1.0m HIGH STAIRS AND VOID BALUSTRADE AS PER NCC 2014.
ENS.
MAKE UP
MASTER BED
W15 FF
W14 FF
W13-1 FF
SA W01 GF
BED 2 PJ40 FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
1 A001 FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
500
FIRST FLOOR FSL 112.200
FCL 111.700
2700
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
FAMILY
D03 GF
PJ40 FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
KITCHEN
D06 GF
PJ40 FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
D02 GF
DINING
W02-1 GF
STUDY
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. SMOKE ALARM - REFER TO GENERAL NOTES WINDOW/DOOR NUMBER FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL (TOP OF CHIPBOARD/ SLAB) DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
O.F COL
GROUND FLOOR FSL 109.000
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. ELECTRICAL METER BOX
M.B T.O. STUD GB S.S MASS CONCRETE BORED PIERS AS PER STRUCTURAL ENGINEER'S AND SOIL ENGINEER'S DESIGN AND SPECIFICATION.
SECTION 3
REINFORCED CONCRETE RAFT SLAB AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPEC.
F.W
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND
1 : 50
DP SP OF
4 A09
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
RH
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
FCL 114.900
4 A09 W13-2 FF
5
ROBE
1.0m HIGH STAIRS AND VOID BALUSTRADE AS PER NCC 2014.
W12 FF
BED 2
SCHEDULE OF FINISHES 2700
PJ40 FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
A09
W27 FF
PJ40 FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
430
FIRST FLOOR FSL 112.200
FCL 111.700
FCL 111.528
W02-2 GF
FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CONC. - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES P.01 - DENOTES SELECTED PAVER FINISH
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
2700
2700
D09 GF
STUDY
WALL FINISHES: RF.01 - DENOTES ACRYLIC RENDER FINISH APPLIED TO BRICK/MASONRY WALL. RF.02 - DENOTES ACRYLIC RENDER FINISH APPLIED TO APPROVED AND CERTIFIED POLYSYRENE CLADDING SYSTEM NOMINALLY 75mm THICK. FB.01 - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. BC.01 - DENOTES SELECTED BIO-WOOD COMPOSITE TIMBER CLADDING. REFER TO MANUFACTURER'S INSTALLATION DETAILS & SPECIFICATIONS. BW.01 - DENOTES SELECTED FACE BRICKWORK. SC.01 - DENOTES SCYON STRIA CLADDING PAINTED FINISH "MATTE BLACK"
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
LOUNGE DOUBLE CAR GARAGE
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING.
W29 GF
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. GROUND FLOOR FSL 109.000
108.828 GARAGE FFL
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
SECTION 4 1 : 50
REINFORCED CONCRETE INFILL SLAB AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPEC.
REINFORCED CONCRETE RAFT SLAB AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPEC.
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX. MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
METAL COLORBOND CAPPING
TIMBER BATTEN SYSTEM TO SUIT
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
OVERFLOW PIPE EXPOSED PAINTED FINISH SHS STEEL FRAME
FIRST FLOOR FCL 114.900 PRE-PRIMED LOSP FASCIA BOARD
FC SHEET SOFFIT LINING
75 THICK POLYSTYRENE CLADDING TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
FC SHEET SOFFIT LINING
METAL PERFORATED SCREEN
EAVE SUPPORT FRAMING
DETAIL A
75 THICK POLYSTYRENE CLADDING TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
FIRST FLOOR FCL 114.900 FC SHEET SOFFIT LINING
DETAIL B
1 : 10
300
ANGLE SURROUND FIXED TO SHS FOR SCREEN FIXING SUPPORT
DETAIL C
1 : 10
PRE-PRIMED LOSP FASCIA BOARD
TIMBER RAFTERS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
FC SHEET SOFFIT LINING
DETAIL D
1 : 10
TIMBER OUTRIGGERS AS PER TRUSS MANUFACTURER'S DESIGN AND SPECIFICATION.
1 : 10
BRICK TIES AS PER MANUFACTURER'S DESIGN AND SPECIFICATION.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED COLOURBOND DOWNPIPE
75 THICK POLYSTYRENE CLADDING TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
352
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 600mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
430
PRE-PRIMED L.O.S.P FASCIA BOARD
GARAGE FCL 111.528 FIRST FLOOR FCL 114.900 TIMBER OUTRIGGER AS PER TRUSS MANUFACTUER'S DESIGN AND SPECIFICATION.
FC SHEET SOFFIT LINING
FC SHEET SOFFIT LINING
75 THICK POLYSTYRENE CLADDING TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
FCL 111.228
DETAIL F
DETAIL E
DETAIL G
1 : 10
1 : 10
1 : 10
TIMBER DECKING TO BE TREATED WITH MARINE GRADE FINISHES AND STAINLESS STEEL FIXINGS AS PER MANUFACTURER'S SPECIFICATION.
1200mm HIGH GLASS SAFETY BARRIER.
TIMBER DECKING TO BE TREATED WITH MARINE GRADE FINISHES AND STAINLESS STEEL FIXINGS AS PER MANUFACTURER'S SPECIFICATION.
150mm WIDE TRENCH GRATE
90mm DEEP DECK JOIST AS PER ENGINEER'S DESIGN AND SPECIFICATION. TO BE TREATED FOR MARINE ENVINRONMENTS.
20mm THK. POOL COPING/PAVING.
90mm DEEP DECK JOIST AS PER ENGINEER'S DESIGN AND SPECIFICATION. TO BE TREATED FOR MARINE ENVINRONMENTS.
150mm WIDE TRENCH GRATE 25mm NOMINAL SAND/CEMENT SCREEN.
75 EQUAL ANGLE REINFORCED CONCRETE INFILL SLAB AS PER ENGINEER'S DESIGN AND SPECIFICATION.
DETAIL H
CONNECT TRENCH GRATE TO uPVC STORMWATER GRADE PIPES AND DISCHARGE INTO STORMWATER SYSTEM. LAYOUT ON PLANS ARE INDICATIVE ONLY AND MUST BE CONFIRMED ON SITE BY PLUMBER.
CONNECT TRENCH GRATE TO uPVC STORMWATER GRADE PIPES AND DISCHARGE INTO STORMWATER SYSTEM. LAYOUT ON PLANS ARE INDICATIVE ONLY AND MUST BE CONFIRMED ON SITE BY PLUMBER.
DETAIL I
FRONT FENCE
1 : 10
1 : 10
1100
REINFORCED CONCRETE BY AS PER POOL ENGINEER'S DESIGN AND SPECIFICATION.
1200
89 x 89 SHS UPRIGHTS TO BE HOT DIP GALVANIZED
750 REINFORCED CONCRETE INFILL SLAB AS PER ENGINEER'S DESIGN AND SPECIFICATION.
50 x 6mm METAL SLATS
MAX HEIGHT
300
BULK HEAD
FIRST FLOOR FCL 114.900
1 : 50
350 NOMINAL HEIGHT HOPLEY'S TRUSS SYSTEM ON C200 PURLINS. 12° KLIPLOK ROOF
ROOF IPLOK 12° KL
AS PER
12° KL IPLOK ROOF
12° KLIPLOK ROOF AS PER
MANUFACTURER'S MANUFACTURER'S WALL ON BOUNDARY TO
SPECIFICATION.
EAST ELEVATION
SCALE 1:100
RESCODE SETBACK
SPECIFICATION. 600
2183
2069
SECTION 11
ENGINEER'S DESIGN AND
678
EXTENDED 200 BEYOND ANGLE OF REPOSE. REFER
FFL 108.95
TO ENGINEER'S DESIGN AND SPECIFICATION
13600 150∅ YARRA
1830
VALLEY WATER PIPE
WEST ELEVATION
TITLE BOUNDARY
4399
2921
4220
3870
CSR SYSTEM # 940
BORED PIERS TO BE STRIP FOOTINGS AS PER
EASEMENT
8000 WALL ON BOUNDARY
4400
3200 WALL ON BOUNDARY
RESCODE SETBACK
FFL 108.95
FFL 108.95
45 °
TITLE BOUNDARY
SPECIFICATION.
MINIMUM DOOR HEIGHT CLEARANCE
4399
MANUFACTURER'S
BE FIRE RATED 60/60/60M 5591
GARAGE / STORAGE SHED
AS PER
SPECIFICATION. OF
MAX HEIGHT
5° KLIPLOK ROOF
TITLE BOUNDARYRESCODE SETBACK
5° KLIPLOK RO
1650
1255
2410
610
1450
610
1210
EQ
610
2382
300
1200
1300
1200
800
1100
AW
1200
800
F
AW
2400
2400
AW
800
1200
600
F 0
0
650
F
AW
900
1200
F
300
300
300
300 1200
800
1200
700
300
EQ
AW EQ
EQ
300
F
F
F
2400
EQ
2400
AW
EQ
F
EQ
1750
F
EQ
2400
EQ
AW
610
1200
EQ
F
F 2400
300
300
EQ
EQ
300
300
GROUND FLOOR FCL 111.700
ROUND FLOOR FFL 109.000
W01 GF
ENTRANCE
ENTRANCE
LOUNGE W02-1 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing.
W02-2 GF
ENS
Selected commercial natural W03 GF anodized improved type frame with clear glazing.
W04 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
2410
KITCHEN
GUEST BED W05 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
P'DER
PANTRY W06 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W07 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
RUMPUS
STUDY W08 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W29 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
LAUNDRY W31 GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
1570
EQ
EQ
EQ
EQ
300
EQ
700
EQ
700
EQ
700
1645
700
1255
700
700
700
800
800
2410
EQ
2130
2400
1700
1700
850
1700
1700
850
850
F
F
F
F F
F
300
F 300
F
300
300
300
300
F
F
F
300
300
300
300
850
F
F
F
F
F
300
850
800
800
AW
1700
AW
F
850
2700
800
2400
F
800
2400
F
300
3720
3610
FIRST FLOOR FCL 114.900
IRST FLOOR FFL 112.200
EQ
EQ
W13-2 FF
Selected commercial natural anodized improved type frame with clear glazing.
610
W14 FF
Selected commercial natural anodized improved type frame with clear glazing.
Selected commercial natural anodized improved type frame with clear glazing.
FAMILY
MASTER BED - WIR
Selected commercial natural anodized improved type frame with clear glazing.
850
850
850
610
W15 FF
W16 FF
Selected commercial natural anodized improved type frame with clear glazing.
610
850
W30 GF
1450
F
AW
F
300
F
300
300
800 800
650
1200
300
2700
1450 2100
1200
700 1400
F/O.G 300
300
300
AW/ O.G
AW
F/O.G
300
300
300
F/O.G
AW
2100
2400
2100
AW
1400
1400
2400
2100
2400
1400
700
700
700 2100 300
300
AW
F/O.G
900
F 600
AW
600
F
AW
AW
600
AW
AW
1500
1800
1800
1800 1700
AW AW
Selected powder coated aluminum improved type frame with clear glazed sliding stacker doors.
610
800
EQ
W13-1 FF
300
700
EQ
300
114.900
Selected commercial natural anodized improved type frame with clear glazing. - 125 Restrictors required.
610
610
4080
FIRST FLOOR FCL
W12 FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
HALLWAY
HALLWAY
STAIR LANDING
300
W11 FF
Selected commercial natural anodized improved type frame with clear glazing.
STAIR LANDING
300
W10 FF
RUMPUS
300
RUMPUS
VOID
FIRST FLOOR FFL 112.200
EQ
EQ
EQ
EQ
300
2400 0
GROUND FLOOR FSL 109.000
DINING
ENTRANCE D01 GF
Timber type frame with clear glazed side panels and selected 1020 x 2400 solid timber hinged door with 'Dulux - Pale Earth' painted finish.
D02 GF
Selected powder coated aluminum improved type frame with clear glazed sliding stacker doors.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
W25 FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
W26 FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
W27 FF
BED 2
Selected commercial natural W28 Selected commercial natural FF anodized improved type frame anodized improved type frame with clear glazing and Fly with clear glazing and Fly screen to suit. screen to suit.
2050
900
900
900 FCL 111.528
F
F
F
W24 FF
BATH
SLIDING DOOR TRACK PELMET OVER
EQ
2400
F
EQ
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
W23 FF
WC
0
F
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
4080
300
F
EQ
EQ
300
F F
EQ
2400
300
EQ
275
2400
CL 111.700
1020
W22 FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. - 125 Restrictors required.
3720
3610
275
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
BED 3
BED 3
2400
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W20 FF
2400
W19 FF
WIR
WIR
WIR
2400
Selected commercial natural anodized improved type frame with clear glazing. - 125 Restrictors required.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W21 FF
ENS
300
W18 FF
2400
W17 FF
ENS
ENS
MASTER BED
ALFRESCO
KITCHEN D03 GF
Selected powder coated aluminum improved type frame with clear glazed sliding stacker doors.
D05 GF
Selected powder coated aluminum improved type frame with clear glazed sliding stacker doors.
SLIDING DOOR CHANNEL
GARAGE FFL 108.828
ALFRESCO D06 GF
Selected powder coated aluminum improved type frame with clear glazed face sliding panel door.
D07 GF
Timber type frame hollow core timber hinged door with 'Dulux Pale Earth' painted finish.
GARAGE
LAUNDRY
ALFRESCO D08 GF
D09 GF
Timber type frame hollow core timber hinged door with 'Dulux Pale Earth' painted finish.
NOTES:
NOTES:
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
1.
PROPOSED SINGLE GLAZED (Clear glass): U Value = 3.58 SHGC = 0.68
2.
Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
4.
3.
5. 6.
Metal pressed hinged door with 'Dulux - Pale Earth' painted finish.
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
NO 42
LOT 1 & 2 NO 40
NO 42
NO 3/29 PARK LANE
NO 42
NO 31 PARK LANE
MT WAVERLY PRIMARY SCHOOL
1 : 200
NO 3/29 PARK LANE
MT WAVERLY PRIMARY SCHOOL
NO 33 PARK LANE
MT WAVERLY PRIMARY SCHOOL NO 33 PARK LANE
1 : 200
NO 33 PARK LANE
NO 35 PARK LANE
NO 35 PARK LANE
12PM SHADOWS
NO 3/29 PARK LANE
NO 31 PARK LANE
NO 31 PARK LANE
NO 35 PARK LANE
9AM SHADOWS
LOT 1 & 2 NO 40
LOT 1 & 2 NO 40
3PM SHADOWS 1 : 200
GENERAL NOTES (NCC 2014)
1
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2013 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
2
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
3
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
4
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
5 6
SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7
THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
8 9 10
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES.
11
CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE.
12
ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE BCA. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES.
13
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
14
ALL MASONRY TO COMPLY WITH CURRENT AS 3700 AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS.
15
ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES IN ACCORDANCE WITH AS 3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH BCA REGULATION 3.8.1-3.8.1.27 AND AS 3740-2004: 'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
16 16 17
GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER. WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS &...
18
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; - 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND...
19
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.
20
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND...
21
HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.
22
BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
23
U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC.
24
ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
25
AS PER PLANNING PERMIT NO. TPA/43000: THE NOMINATED POINT OF DISCHARGE IS AT THE NORTH-WEST CORNER OF THE PROPERTY WHERE THE ENTIRE SITE'S STORMWATER MUST BE COLLECTED AND FREE DRAINED VIA A PIPE TO THE 225MM COUNCIL DRAIN IN TEH REAR EASEMENT VIA A 900MM X 600MM JUNCTION PIT TO BE CONSTRUCTED TO COUNCIL STANDARDS.
26
AS PER PLANNING PERMIT NO. TPA/43000: DETENTION SYSTEM REQUIREMENTS FOR THE PROPERTY RE AS FOLLOWS: - MINIMUM STORAGE = 4.08 CUBIC METRES - MAXIMUM DISCHARGE RATE = 6.73 LITRES PER SECOND...
3 OLYMPIAN AVE, MOUNT WAVERLY PROPOSED DWELLING SITE CLASSIFCATION SITE CLASSIFICATION AS: CLASS P SOIL REPORT FILE REF. NO: CS281114-1 BAYSIDE GEOTECHNICAL
1 2 3
BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND / WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS.
TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS). TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE). ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 TERMITE RISK MANAGEMENT. THE BUILDER/OWNER SHALL: 1 NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO... 2 RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. 3 A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION. 4
THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
LOCALITY PLAN
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL. IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED EITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS. REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
INSULATION REQUIREMENTS AS PER ENERGY RATERS REPORT REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT. PROPOSED DWELLING - ACHIEVES 6.0 STARS SUMMARY REPORT: - CEILINGS: R5.0 BATTS TO HOUSE. - WALLS UNIT 1: R2.0 BATTS WITH 1 LAYER ANTIGLARE FOIL, R2.0 BATTS TO GARAGE WALLS. - WALLS UNIT 2: R2.5 BATTS WITH 1 LAYER ANTIGLARE FOIL, R2.5 BATTS TO GARAGE WALLS. - ALL EXHAUST FANS ARE SELF CLOSING. - ALL GAPS AROUND EXTERNAL DOORS, WINDOWS & DOWN LIGHTS ARE SEALED.
RAIN WATER TANK (RWT) PROVISIONS NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS. ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1. ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S. THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES REQUIREMENTS. ALLOW TO PROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM). ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
DRAWING
DESIGN GUST WIND SPEED / WIND CLASSIFICATION
WALL LININGS:
AERIAL PERSEPCTIVE
DRAWING REGISTER
WD001 WD002 WD003 WD004 WD005 WD006 WD007
TITLE GENERAL NOTES SITE PLAN GROUND FLOOR PLAN FIRST FLOOR AND ROOF PLAN ELEVATIONS SECTIONS WINDOW SCHEDULE
REV B D D B D B B
DATE 06/02/2015 03/03/2015 03/03/2015 06/02/2015 03/03/2015 06/02/2015 06/02/2015
ENUE MPIAN AV Y L O 1 / 2 U EY BRICK TWO STOR
G
96 . 28
E
W 96 . 43 96 . 56
G
96 . 56
E 96 . 70
96 . 81
97 . 13
DP
GM
S DECIDUOU 0.7DIA 18S
ORTH:
W
96 . 78
3000
RIDGE 102.16
W
500
97 . 28
97 . 21 97 . 20
97 . 30
W 97 . 37
S DECIDUOU 0.2DIA 4S
EL FLOOR LEV 97.87
RIDGE 102.19
CONC NNEL KERB CHA
G
GUTTER 100.28 9.89 HEADER 9 SILL 98.28
W
OLYMPIAN AVENUE 97 . 10
97 . 25
G GUTTER 100.28
7.89
HW
PRIVATE CE OPEN SPA
ROOF O/ PORCH
RIDGE 101.70
7.51
S DECIDUOU S 0 1 0.7DIA
W
.15
D
00 HEADER 1
N AVENUE 5 OLYMPIA Y BRICK ORE SINGLE ST
BRICK 0.4 m
9.89 HEADER 9 SILL 98.63
PROPOSED NEW 2.8m WIDE CONCRETE CROSSOVER & TO BE RE-INSTATED TO THE SATISFACTION OF LOCAL AUTHORITIES REQUIREMENTS.
5 OLYMPIAN AVENUE
RIDGE 102.58
0.02 FENCE
SECLUDED PRIVATE OPEN SPACE
97 . 15
97 . 30
00.16 HEADER 1 SILL 98.63
HW
GUTTER 100.03
96 . 80
96 . 68 96 . 82
G
HW
97 . 24
2.76
GUTTER 100.30
GUTTER 98.94
7600
GUTTER 100.28
CED RIVET PLA T 1m OFFSE UNDARY FROM BO
97 . 31
BRICK GARAGE
FRUIT 0.2DIA 3S
97 . 26
4000 97 . 16
97 . 16
97 . 10
97 . 15
BOUNDARY 277°20'10" 41.91m GD
9.32 HEADER 9 F/L 97.26
GB
97 . 19
97 . 09
PARAPET 100.03
MB
PROPOSED 0.9m HIGH MAILBOX
DRVEWAY
97 . 02
97 . 09
ROOF OVER
97 . 20
200
97 . 16 DP
1132
GB
EXISTING 1.6H COLORBOND FENCE + GB 0.6H TRELLIS EXTENSION
9
RWT
- 2000L MIN. RAIN WATER TANK
GM
- GAS METER
WM
- WATER METER
FFL
- FINISHED FLOOR LEVEL
MB
- METER BOX
TOTAL SITE
IMPERVIOUS
62.41%
PERVIOUS
37.59%
SITE TOTAL: SITE COVERAGE : BUILDING COVERAGE: UNIT 1 TOTAL: UNIT 2 TOTAL:
NATIVE S 2T 1.2DIA 14
7. 2
- FROSTED WINDOW - ALLOCATED BIN AREA
Name
AREA ANALYSIS:
S DECIDUOU 0.5DIA 9S
WM PROPOSED 3.0m WIDE CONCRETE DRIVEWAY
FR.W BINS
PERMEABILITY
NO EXCAVATION IS TO OCCUR WITHIN 2.5 METRES FROM THE OUTER EDGE OF THE TRUNK (NOT THE CENTRE OF THE TREE) EXCLUDING THE FOOTPATH/PROPERTYNSIDE ATIVEOF THE TREE 0.1DIA 2S
GB
97 . 14
FFL 97.10
- NON HABITABLE WINDOW
PERMEABILITY
DP
97 . 09
97 . 05
PROPOSED GL CUT 96.95
GB
W
CLOTHES LINE - ALLOCATED CLOTHES LINE AREA
NATIVE 0.1DIA 2S
DP
GB
SITE LEGEND
EXISTSING CROSSOVER BE REMOVED AND REINSTATED INTO NATURESTRIP AS PER COUNCIL STANDARDS.
G
96 . 88
97 . 06
96 . 99
97 . 06
FFL 97.20
125.66 m² 6.37 m² 10.22 m² 26.50 m² 78.67 m² 40.39 m² 123.67 m² 9.21 m² 6.76 m² 104.90 m² 31.13 m² 14.65 m² 77.37 m² 37.48 m² 104.30 m² 29.58 m² 2.82 m² 19.16 m² 46.29 m² 14.64 m²
96 . 93
96 . 99
LOT 36 NO 3
FFL 97.15
BOUNDARY 187°20'10" 17.98m
97 . 01
PORCH
7.0
PROPOSED 1.2H BRICK FENCE
96 . 95
96 . 93
TITLE PEG
96 . 87 96 . 89
9
GROUND FLOOR 1.83m EASEMENT
96 . 74
3.57 96 . 92
D
96 . 96
96 P . 93
96 . 90
96 . 96 DP
96 . 94 DP
96 . 91
1744
96 . 97
96 . 96 DP /R H
96 . 89 CLOTHES 96 . 91
6m³ STORAGE SHED
DP
DP
3064
96 . 83
1224
150ø SEWER PIPE 1.14m OFFSET 2.06m DEPTH
UNIT 1 GARAGE
GROUND FLOOR
GB
T TBM RIVE HD RL 96.78 A CED RIVET PLA T 1m OFFSE UNDARY O FROM B
GM
FFL 97.05
HW GUTTER 99.98
RWT
PROPOSED 1.6H COLORBOND FENCE
DECKING
FFL 97.15
S DECIDUOU 0.1DIA 1S
E
BOUNDARY 97°20'10" 41.91m
EXISTING 1.6H COLORBOND FENCE + 0.6H TRELLIS EXTENSION
UNIT 1
S DECIDUOU 0.2DIA 5S
1 : 100
GUTTER 99.43
UNIT 2
GARAGE
SECLUDED PRIVATE OPEN SPACE
SITE PLAN
FR.W
FFL 97.10
UNIT 2
PALM 0.5DIA 7S
.94 EADER 99
FR.W
BINS
97.0
2149
PRIVATE CE OPEN SPA
FR.W
DP
GUTTER 99.39
NATIVE 0.3DIA 3S
8.03
W
AREA
DRIVEWAY LANDSCAPE LANDSCAPE LANDSCAPE UNIT 1 FIRST FLOOR UNIT 1 GARAGE UNIT 1 GROUND FLOOR UNIT 1 LANDSCAPE UNIT 1 PORCH UNIT 1 POS UNIT 1 SPOS UNIT 1 SPOS/DECK UNIT 2 FIRST FLOOR UNIT 2 GARAGE UNIT 2 GROUND FLOOR UNIT 2 LANDSCAPING UNIT 2 PORCH UNIT 2 SPOS UNIT 2 SPOS UNIT 2 SPOS/DECK
RIDGE 103.57
PROPOSED 1.6H COLORBOND FENCE
PORCH
RWT
NATIVE 0.3DIA 6S
BALCONY 9.87 PARAPEVTE9L E L FLOOR 96.88
RIDGE 103.18
96 . 71
W HAB.W
D/W
RIDGE 103.85
GUTTER 102.25
FFL 97.20
BINS
SECLUDED PRIVATE OPEN SPACE
0.15
10 PARAPET
FFL 97.05
225ø COUNCIL 96 PIPE 1.3m . 90 OFFSET <1.0m DEEP
PINE 0.2DIA 2S
ORCH ROOF O/P 9.95 PARAPET 9
1/1 OLYMPIAN AVENUE
DECKING
97 . 03
PRIVATE CE OPEN SPA
GUTTER 99.41
W
CLOTHES LINE
96.8
97 .13 SPOS 19.16 m²
S DECIDUOU MT 0.5DIA 3S
9 EXISTING 1.6H COLORBOND FENCE + 6.74 0.6H TRELLIS EXTENSION
RIDGE 98.94 G.I. SHED
BOUNDARY 7°20'10" 17.98m
1225
PINE 0.3DIA 2S
GUTTER 99.46
RIDGE 104.01
GUTTER 102.26
96 . 77
SECLUDED PRIVATE 0.03 FENCE OPEN SPACE
GUTTER 99.41 G.I. SHED
2/1 OLYMPIAN AVENUE
FR.W
HAB.W
HAB.W
RIDGE 103.32
RIDGE 103.16
96 . 89
PARAPET 98.88
HAB.W
RIDGE 103.35
PARAPET 100.06
HAB.W
HAB.W
0.05 FENCE
2150
FR.W
PRIVATE CE OPEN SPA
FR.W
W
EL FLOOR LEV VEN9T6.91 CHIMNEY 9 TOP 104.4
VENT CHIMNEY 2 TOP 104.4
NOT FENCED
RIDGE 101.05
GUTTER 102.55 01.99 :HEADER 1 R O O L F P TO 9 7 SILL 100.1 EADER 98.9 :H R O O L F GROUND SILL 97.17 97
NAME
GUTTER 102.26
RIDGE 101.29
GUTTER 102.22
HAB.WW
GUTTER 102.24
AREA SCHEDULE 96 . 30
ENUE MPIAN AV Y L O 1 / 1 U EY BRICK TWO STOR
GUTTER 90.43 GUTTER 98.89
PO
E
96 . 99
9
96 . 94
NATIVE S 1.0DIA 18
754 m² 315.73 m² / 41.87% 441.39 m² / 58 256.81 m² 222.86 m²
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
EF
SA W01 GF
1 A001
2
3
WD006
WD006
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
32160
5280
5670
7180 230
1550
1550
CON
W10 1GF
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
4800
4330
DP
470
7230
SP
12240
2400
1
RH
WD006
90
2400
8130
240
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE
ROOF LEGEND
KITCHEN
90
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
470
5840
ENTRY / LOUNGE
DECK 240
240
5040
4570
4940
4440
MASTER 240
240
1650
90
90 240
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
90 1800
90
960
90 P'DER 90
L'DRY
750 ENS
1650
1650
WC 240
760
240
2480
90 L'DRY
1710
1500
90
90
230
W01 1GF
240
CO L FT.01
EF
KITCHEN
GARAGE
240 W02 1GF
FT.01
ENS
240
110 2040
LOUNGE
5840
2400
ENTRY
240 6700
CO L
MASTER BED TB.01
17
1800
SHR
WC
W09 1GF
16
760
WIR TB.01
SHEET NUMBER
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
OF
CO L
820
15
240
820
FT.01 EF
4810 x 2400 SECTIONAL GARAGE DOOR
FFL 97.10
FR
L'DRY
FFL 97.15 CON
W12 2GF
UNIT 2 GARAGE
PANTRY
240
240 820
4320
CO L CO L 13 14
ELEVATION NUMBER
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
W03 1GF
12
240
6
11
4560
7
W04 2GF
PORCH
5 8
9
CO L
CO L
ENTRY
8 10
CO L
4
7
CO L
3
CON
720
10 9
W01 2GF
W03 2GF
SA
CO L
2
W02 2GF
PORCH
CO 720 L
820
820
1
11
TB.01
4810 x 2400 SECTIONAL GARAGE DOOR
W04 1GF
FFL 97.15
6
DP
SA
12
CO L
TB.01
CO L
UP
13
CO L
14
5
1650X900
SA
4
TB.01
820
1.0m HIGH CONTINUOUS BALUSTRADE
TB.01
2
DINING KITCHEN
T.O. STUD GB S.S
F.W
ENTRY 1 3
TB.01
15
1810 x 2400 ROLLER GARAGE DOOR
LOUNGE
TB.01
MASTER BED
FFL 97.20
820
DINING
720
CO L
FFL 97.20
UP
CO L
720
CON
1.0m HIGH CONTINUOUS BALUSTRADE
SA
UNIT 1
FFL 97.10
UNIT 2
W05 1GF
DP
WIR
W06 1GF
CO L
CO L
CO L 820
FLOOR LEVEL
ELECTRICAL METER BOX
M.B
W07 1GF
TB.01
WINDOW/DOOR NUMBER
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
PORCH
D01 1GF
UNIT 1 GARAGE
16
PORCH
2510
LOUNGE
DP
D01 1GF
17
1680
240 600
MASTER
FFL 97.05
820
FFL 97.05
FR
FT.01
240
CO L
DP /R H CO L
CO L 720
CO L
PANTRY
ENS
W11 2GF
CO L
DP
WM
EF
GARAGE
90
DECKING W05 2GF
EF
W10 2GF
1000
90
DECKING
6m³ STORAGE
FT.01
FT.01 700X900
W09 2GF
8070
CO L
WC
90
KITCHEN / DINING
DP
DP
LOUNGE
4025
EF 720
FT.01
5800
90
W08 1GF
CO L
720
P'DER
SHR
9210
KITCHEN
240
ENTRY / DINING
5705 MASTER 5680
90
240 5640
5640
DECK
240
2895
DECK
2895 240 DINING / KITCHEN
8595
WIR
90 1770 90 3845
MASER
3845
16560
DRY
240 KITCHEN
2800
P'DER WC ENS
90
WD006
EF
12360
O.F COL
KITCHEN / DINING / ENTRY
DINING / LOUNGE
760
1845 240
LAUNDRY
720
240 90 1610
10920
900
90
1000
90
2725
L'DRY
240
W06 2GF
FT.01
1
90
4130
5670
DECKING
MASTER W07 2GF
1 2
W08 2GF
6000
KITCHEN
LOUNGE
90
SMOKE ALARM - REFER TO GENERAL NOTES
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
ENTRY / LOUNGE
5190
WC
240
960 360
2040
240
1550
4800
DECKING 90
240
240
7180
LAUNDRY 240
5280
MASTER
2040
5900
WIR
240
6000
CO L
240
5280
ENS
2520
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
W11 1GF
-
2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; 90x45 MGP10 BOTTOM PLATES; 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
110
MULTIPLE STUDS @ SIDES OF OPENINGS: DP
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
240
2140
1900
ENS
WIR
90
1560
240 1130
1130
2920 90
90
6140 110
2190
90
1500
90
LAUNDRY
90
4130 MASTER BED
240
1940
1230
ENTRY
PORCH
2040
UNIT 2 GARAGE
2580
5410 240
2550
1110
KITCHEN
LAUNDRY 90 90
2040
1000
2280
1680 PORCH
230
6480
240
450
240 4260
5410
1560
2280
410
2640
90 90
90
1000
900
2150
WC
SHR
ENS
90
4200
90
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
90 9000
1550
32160
GROUND FLOOR PLAN 1 : 100
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
240
2
3
WD006
WD006
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SCHEDULE OF FINISHES WALL FINISHES: RF - DENOTES SELECTED APPLIED RENDERED FINISH. FB - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES GARAGE DOORS: SELECTED TIMBER STYLE FINISH ROLLER GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. ROOFS: SELECTED TILE ROOF. WINDOW: SELECTED POWDER COATED ALUMINIUM TYPE.
ORTH:
DRAWING LEGEND 2
3
WD006
WD006
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
9300
12120
90
2045
WIR 3200
90 1140 90
4600
BED 3
90
BED 4 90
SHR
W04 2FF
3°
3
SP
10
4 9
13
BED 2
14
BATH
FT.01
FSL 100.28 SA
820
90
ENS 90
1910
90
9970
3280
BED 4 9340
LINEN 90
3°
720
EF
SP
WC
3°
W11 1FF
FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
ELECTRICAL METER BOX
T.O. STUD GB S.S
520 WIDE BOX GUTTER
W10 1FF
WINDOW/DOOR NUMBER
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
M.B
W01 1FF
3°
W02 2FF
DP
W03 2FF
450 BG
450 WIDE BOX G
SP
6
1570
SP
90
W01 2FF
7
90
TB.01
16
DN
5 8
90
W02 1FF
12
15
W05 2FF
O.F COL
10 11
SMOKE ALARM - REFER TO GENERAL NOTES
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
630
FT.01
12 2
1585
9
SHR 1200X900 EF 720
11
ROBE
8
BED 4
SP
7
ROBE
14 13
6
WD006
90
1200X900
820
3790
15
5
1
BED 2
TB.01
4
630
16
W03 1FF
3
5535
BED 2
BATH FT.01
2
490
DN
BED 4
LINEN 90 90
EF
W04 1FF
BATH
820
TB.01 SA
BED 3
90
240
820
TB.01
TB.01
TB.01
3°
720
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
90
820
720
W05 1FF
BED 3
2000
BED 3
ROBE
450 WIDE BOX GUTTER
STAIR VOID
2680
SA
EF
ENS FT.01
820
6400
SA TB.01
WC
FT.01 720
3°
W06 2FF
450 WIDE BOX GUTTER
LINEN
450 WIDE BOX GUTTER
DP
EF
ROBE
1680
WIR
FT.01
820
4205
BED 3
90 1680
1000X900
TB.01
720
1200X900
2880
90 4025
HALL LINEN
2880
2880 90 1680
STAIRS
BED 4
EF
3°
W09 2FF
BATH
BATH
2165
90 900 90 780 90
3660 90
ENS SHR
WIR
90
90
1590
BED 2
3845
2165
90
90 900 90
WIR
W12 1FF
F.W
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND
DP
DP
2320 90
1000 90
1000
BED 2 STAIRS 90 90
3410
BATH
500
90
3260
ROBE 90 90
2000
BED 2
90
3260
BED 3
3200
STAIRS
90
2140
90
3600
BATH
90
240
6440
1200
90
SP
90
OF
BED 2
2000 90
WC
2140 90
LINEN
RH
3690
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
90 - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
5680
6440
1200
8100
12120
FIRST FLOOR PLAN
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
9300
2
3
WD006
WD006
1 : 100
TIMBER FRAMING SCHEDULE 2
3
WD006
WD006
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
3°
22.5°
SP
2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; 90x45 MGP10 BOTTOM PLATES; 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
SP
22.5°
DP
22.5° 22.5°
22.5°
3°
1
-
22.5°
SP
DP
DP /S
3°
22.5°
22.5°
22.5°
WD006
1
22.5°
3°
WD006
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
SP
22.5°
3°
22.5°
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
22.5° 22.5°
3°
SP
SP
SP
22.5°
22.5°
22.5°
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
22.5°
ROBE WC BED 2
SHR
2340
450 WIDE BOX GUTTER
90 ENS
90 2235 90 90 500 900 90 1335 90 3255
SCHEDULE OF FINISHES WALL FINISHES: RF - DENOTES SELECTED APPLIED RENDERED FINISH. FB - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FACE BRICKWORK. FLOOR/CEILING FINISHES: TB.01 - DENOTES SELECTED TIMBER FLOOR BOARDS. CON - DENOTES CONCRETE FINISH. FT.01 - DENOTES SELECTED FLOOR TILES
3°
90
WD006
8765
1
1 A001
3°
W07 1FF
ROBE 90 90
W08 1FF
SP
DP
W09 1FF
WC
W07 2FF
W01 GF
W06 1FF
DP /S
W08 2FF
SA
90
3600 BED 4
EF
EF
ENS
3200
90
90
500
BED 3
90
2320
2060
1480
LINEN
90
2000
BED 4
4920
240
3850
6400
90
2080
1570
WIR 90
90
3380
DP
90
2210
4380
450 WIDE BOX G
90
4920
6260
SP 500 WIDE BOX GUTTER
5860
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
GARAGE DOORS: SELECTED TIMBER STYLE FINISH ROLLER GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
UPPER ROOF PLAN 1 : 100 2
3
WD006
WD006
ROOFS: SELECTED TILE ROOF. WINDOW: SELECTED POWDER COATED ALUMINIUM TYPE.
PROPOSED UNIT 2
BOUNDARY
CL
RF
W08 1GF
D01 1GF
2800
W07 1GF
GROUND FLOOR FSL 97.20
D01 1GF
EXISTING 1.6m COLORBOND FENCE + 600m EXTENSION
GROUND FLOOR FSL 97.20
W04 W05 1FF RF 1FF
FIRST FLOOR FSL 100.30
RF FB RF
UNIT 1
W03 1FF
7690
W02 1FF
600
RF
2700
2700
W07 FB 2GF
FB
FB FB
750
FB
FIRST FLOOR FSL 100.30
BOUNDARY
FB
W01 1FF
RF
UNIT 2
OB
RF
7585
FB RF
OB
RF
CL
2700
OB
W09 1FF
1700
1700
7695
UNIT 1 750
BOUNDARY
2700
CL
W08 1FF
CL
W08 2FF
1700
W07 1FF
W07 2FF
750
RF RF
FIRST FLOOR FSL 100.30
W06 2FF 1700
2700
W06 1FF
1700
CL
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
CL FB
W01 1GF
W02 1GF
W03 1GF
FB RF
RF
W04 1GF
W05 1GF
W06 1GF
2700
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
BOUNDARY
PROPOSED UNIT 1
GROUND FLOOR FSL 97.20
SHARED ELECTRICAL METER BOX
UNIT 1 GARAGE FFL
PROPOSED 0.9m HIGH MAILBOX
NORTH ELEVATION.
EAST ELEVATION. 1 : 100
1 : 100
PROPOSED UNIT 2
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
W11 1GF
GROUND FLOOR FSL 97.20 UNIT 2 GARAGE FSL 97.10
1200
7460
UNIT 2
UNIT 1
7615
FIRST FLOOR FSL 100.30
CL
W08 2GF
CL
GROUND FLOOR FSL 97.20
GROUND FLOOR FSL 97.20
PROPOSED UNIT 1
FB
W09 2GF
W10 2GF
W11 2GF
FB CL UNIT 2 GARAGE
EXISTING 1.6m COLORBOND FENCE +600mm EXTENSION
UNIT 1 GARAGE FSL 97.10
W02 2GF
PROPOSED UNIT 2
2700
2700
1700
W10 1GF
600 TRELLIS EXTENSION
2800
EXISTING 1.6m PALING FENCE +600m EXTENSION
W09 1GF
RF
W09 2FFRF
BOUNDARY
W04 2GF
FB
OB
BOUNDARY
LL WA
UN BO ON
W03 2GF
RF
FB
2700
FB UNIT 1 GARAGE
FIRST FLOOR FSL 100.30
2700
2850
BOUNDARY
2700 2800
FB
W12 2GF
RY DA
FB RF
FB FB
CL FB
RF
BOUNDARY
RF
RF
750
RF FB
RF
OB
600
OB
945
OB
CL
CL
W12 1FF
1700
RF
W11 1FF
W10 1FF
W05 2FF
W04 2FF
1700
RF
750
FIRST FLOOR FSL 100.30
W02 2FF
1700
OB
UNIT 2
UNIT 2 GARAGE FSL 97.10 UNIT 2 GARAGE FFL
SHARED ELECTRICAL METER BOX
0.9m HIGH MAIL BOX
SOUTH ELEVATION.
WEST ELEVATION.
1 : 100
1 : 100
SCHEDULE OF FINISHES WALL FINISHES: RF - DENOTES SELECTED APPLIED RENDERED FINISH. FB - DENOTES SELECTED SANDSTONE COLOUR SMOOTH FAC BLOCKWORK. GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.ROOFS: SELECTED TILE ROOF.
PROPOSED UNIT 2
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. CL
CL RF
RF
RF
RF
RF
2700 UNIT 1 GARAGE FFL
UNIT 2 GARAGE FFL
PROPOSED UNIT 1
UNIT 1 WEST ELEVATION. 1 : 100
UNIT 2 GARAGE
FB
W06 2GF
RF
EXTENT OF UNIT 1 GARAGE
UNIT 2 EAST ELEVATION. 1 : 100
W05 2GF
EXTENT OF UNIT 1 GARAGE
CL
2700
FB
CL
FFL FB
750
FB
BOUNDARY
2800
BOUNDARY
2700 GROUND FLOOR FSL 97.20
FB
RF FB RF
BOUNDARY
FB
750
FB
BOUNDARY
FB CL
2800
FIRST FLOOR FSL 100.30
750
UNIT 1
2700
RF
7665
7310
2700
W01 2FF
W03 2FF
1200
CL
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
FFL
SELECTED ROOF TILES FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED ROOF TILES FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS. CL
300 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
BED 3
WC
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
W09 1FF
BED 3
W08 1FF
W07 1FF
2700
2700
W06 2FF
00 x 50 WALL MOULDING TO E INSTALLED AS PER ANUFACTURER'S PECIFICATION.
CL
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
BED 4
UNIT 1 FIRST FLOOR FFL 100.30
395
UNIT 2 FIRST FLOOR FFL 100.30
CL
ENS
WIR
D01 1GF
DINING
LOUNGE
UNIT 1 GARAGE
GROUND FLOOR FFL 97.20
KITCHEN
D01 1GF
W08 1GF
DINING
ENTRY
W07 1GF
GROUND FLOOR FFL 97.20
PORCH FFL 97.15
UNIT 1 GARAGE FFL 97.10
INFILL SLAB AND STRIP FOOTING SYSTEM FOR GARAGE ONLY AS PER ENGINEER'S DESIGN AND SPECIFICATION.
RAFT SLAB FOOTING SYSTEM FOR DWELLING AS PER ENGINEER'S DESIGN AND SPECIFICATION.
300 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
2700
2700
CL
RAFT SLAB FOOTING SYSTEM FOR DWELLING AS PER ENGINEER'S DESIGN AND SPECIFICATION.
SECTION 1 1 : 50
SELECTED ROOF TILES FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
SELECTED ROOF TILES FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
CL
BED 4
BED 2
BED 4
ENS
100 x 50 WALL MOULDING TO INSTALLED AS PER MANUFACTURER'S SPECIFICATION.
2700
BATH
300 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
UNIT 2 FIRST FLOOR FFL 100.30
UNIT 1 FIRST FLOOR FFL 100.30
CL
CL
395
300 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & 100 x 50 WALL MOULDING TO BE INSTALLED AS PER SPECIFICATIONS. MANUFACTURER'S SPECIFICATION.
2700
SELECTED 'LYSAGHT' 0.48mm BMT KLIPLOK ROOF SHEETING FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ROOF TRUSS AS PER MANUFACTURER'S DRAWINGS, DETAILS & SPECIFICATIONS.
CL
CL FB
ENTRY DINING
FB
INFILL SLAB AND STRIP FOOTING SYSTEM FOR GARAGE ONLY AS PER ENGINEER'S DESIGN AND SPECIFICATION.
1 : 50
MASTER BED
LOUNGE 2700
GROUND FLOOR FFL 97.20
GROUND FLOOR FFL 97.20
UNIT 2 GARAGE FFL 97.10
SECTION 2
KITCHEN
2700
2800
UNIT 2 GARAGE
W06 2GF
RAFT SLAB FOOTING SYSTEM FOR DWELLING AS PER ENGINEER'S DESIGN AND SPECIFICATION.
SECTION 3 1 : 50
RAFT SLAB FOOTING SYSTEM FOR DWELLING AS PER ENGINEER'S DESIGN AND SPECIFICATION.
3610 870
300
870
870
1200
1200
AW
1200
AW
1200
1200
C
C
480
2100
AW
F
300
300
300
2100
2100
2100
C
C
300
300
300
FSL 97.20
C
300
C
C
C
2100
2100
2100
2100
1210
610
300
610
300
610
300
610
300
610
300
610
300
610
300
610
300
610
300
610
870
300
FSL 99.90
UNIT 1 GROUND FLOOR W01 1GF
W02 1GF
MASTER BED
W03 1GF
MASTER BED
W05 1GF
LOUNGE
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W04 1GF
MASTER BED
W06 1GF
LOUNGE Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W07 1GF
LOUNGE
W08 1GF
LOUNGE
W10 1GF
L'DRY
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W09 1GF
LOUNGE
W11 1GF
WC
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
ENS
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
D01 1GF
DINING Selected commercial natural anodised improved type ffram with automatic retractable stakcer clear glazed sliding doors, in accordance with current B.C.A
1640 FSL 103.00
700
600
600
600
600
600
600
600
300
1700
F
C
600
AW
1700
OB
F
1200
OB
AW
AW
1060
1060
1800
1800
F
1610 700
1200
740
740
OB
610
610
AW
AW
1060
C
C
600
FSL 100.30
1700
C C
AW
1800
1800
2100
1800
1800
AW
C
610
610
610
610
610
1800
610
740
EQ
700
EQ
600
610
610
UNIT 1 FIRST FLOOR W01 1FF
W02 1FF
BED 2
W03 1FF
BED 2
W05 1FF
BED 4
W06 1FF
ENS
W07 1FF
ENS
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W04 1FF
BED 4
W08 1FF
HALLWAY
Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W09 1FF
BED 3
W10 1FF
BED 3
W11 1FF
BATH Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
W12 1FF
ENS
BED 3 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
4210 EQ
AW
AW
C
EQ
300
300
C 300
1200
1200
920
1100
C
300
F 300
F
920
C
EQ
2400
1480 480
1200
AW
F
300
FSL 97.20
2100
2100
2400
2100
1210
C
EQ
EQ
2100
EQ
610
2100
EQ
610
610
2100
EQ
610
610
300
570
2000
1200
600
610
1200
610
460
F
UNIT 2 GROUND FLOOR W01 2GF
W02 2GF
ENTRY
LOUNGE
W03 2GF
W05 2GF
LOUNGE Selected commercial natural anodized improved type frame with clear glazing.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing.
W04 2GF
LOUNGE
W06 2GF
KITCHEN
W07 2GF
L'DRY Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W08 2GF
L'DRY Selected commercial natural anodized improved type frame with clear glazing.
W09 2GF
WC
W10 2GF
ENS
MASTER BED Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W11 2GF
MASTER BED Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W12 2GF
ENTRY Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
D01 1GF
LOUNGE Selected commercial natural anodised improved type frame, with automatic retractable stacker clear glazed sliding doors, in accordance with current B.C.A
LEGEND
1200
AW
AW
1800
1800
AW
610 700
700
700
300
610
1200
1700
1700
600
OG 600
600
1700
1700
O.G
UNIT 2 FIRST FLOOR W01 2FF
BED 2 Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
W02 2FF
BED 2 Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
W03 2FF
BATH Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W04 2FF
BED 3 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. -125mm Restrictors required.
W05 2FF
BED 3 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit. -125mm Restrictors required.
OB F AW
- OBSCURED FROSTED GLASS - FIXED - AWNING
C
- CASEMENT - SLIDING
OB AW
1060 600
600
OB 600
AW
AW
1800
1800 1060
OB
FSL 100.30
AW
AW
1610
1610
700
740
740
AW
300
610
610
610
- FROSTED GLAZING
610
610
W06 2FF
BED 3 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W07 2FF
BED 4 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W08 2FF
ENS Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
W09 2FF
WC Selected commercial natural anodized improved type frame with frosted glazing and Fly screen to suit.
NOTES:
NOTES:
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
1.
PROPOSED SINGLE GLAZED (Clear glass): U Value = 6.35 SHGC = 0.77 Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
2.
3.
4.
5.
6.
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
22 ADRIENNE CRES, MOUNT WAVERLY PROPOSED DWELLINGS GENERAL NOTES (NCC 2015)
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL.
1
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2015 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
2
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
3
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTS’ DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
4 5 6
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION. SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7
THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
8 9 10
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES.
11
CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE.
12
ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE BCA. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES.
13
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
14
ALL MASONRY TO COMPLY WITH CURRENT AS 3700, PART 3.3 OF THE NCC AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS. ALL WEEPHOLES TO BE LOCATED ABOVE ANY DPC OR FLASHING AND SHALL NOT EXCEED 1.2M CTRS AS PER AS3700
15
ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES TO A HEIGHT OF 1800 MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150 MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75 MM OF A WALL IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740:'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
16
GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
17
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
18
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; - 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND - WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS.
19
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.
20
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND - ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
21
HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.
22
BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
23
U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC.
24
ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED WITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS.
SITE CLASSIFCATION SITE CLASSIFICATION AS: CLASS P SOIL REPORT FILE REF. NO: CS281114-3-R BAYSIDE & SUBURBS GEOTECHNICAL SERVICES PTY. LTD - PH. 03 9570 6719
DESIGN GUST WIND SPEED / WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND / WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS.
REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY WORKS.
INSULATION REQUIREMENTS AS PER ENERGY RATERS REPORT REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT. PROPOSED DWELLINGS - ACHIEVES 6.0 STARS
SUMMARY REPORT: - CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING AND SARKING TO THE ROOF EXCLUDING THE GARAGE. - FLOORS (UNIT 1&2): NO INSULATION REQUIRED. - FLOORS (UNIT 3): (RATING HAS BEEN CONDUCTED WITH RATING R1.0 BEING ADDED TO A RAFT SLAB. IF THIS IS NOT THE CASE, A RE-RATING WILL NEED TO OCCUR) - WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 2. - WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 1. - WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS. - WINDOWS (UNIT 1): 1D01 1GF, 1D05 1GF, 1W01 1GF, 1W02 1GF, 1D02 1GF, 1W05 1FF, 1W07 1FF, 1W08 1FF, 1W09 1FF, 1W10 1FF, 1W12 1FF AND 1W13 1FF ARE TO BE ALUMINIUM SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. 1W03 1GF, 1W04 1GF, 1W06 1FF, 1W07 1FF, 1W08 1FF AND 1W11 1FF ARE TO BE ALUMINIUM FRAMED IMPROVED DOUBLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 3.5 AND A SHGC OF 0.47 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 3.5 AND SHGC OF 0.64 FOR FIXED AND SLIDING. - WINDOWS (UNIT 2):2W01 2GF, 2W02 2GF, 2D01 2GF AND ITS SIDELIGHT, 2W03 2GF, 2W04 2GF, 2W05 2GF, 2W06 2GF, 2W07 2GF, 2W08 2GF, 2D02 2GF, 2W09 2FF, 2W11 2FF, 2W12 2FF, 2W13 2FF AND 2W14 2FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. 2W04 2GF AND 2W058 2GF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 3.5 AND SHGC OF 0.47 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 3.5 AND SHGC OF 0.64 FOR FIXED AND SLIDING. - WINDOWS (UNIT 3):3D01 3GF, 3D05 3GF, 3W11 3FF AND 3W14 3FF ARE TO BE ALUMINIUM SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. 3W01 3GF, 3W02 3GF, 3W03 3GF, 3W04 3GF, 3W05 3GF, 3D04 3GF, 3W06 3GF, 3W02 3FF, 3W07 3FF, 3W08 3FF, 3W09 3FF, 3W10 3FF, 3W12 3FF AND 3W13 3FF ARE TO BE ALUMINIUM DOUBLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 3.5 AND SHGC OF 0.47 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 3.5 AND SHGC OF 0.64 FOR FIXED AND SLIDING. ALL OTHER WINDOWS AND GLAZED DOORS ARE TO BE ALUMINIUM FRAMED IMPROVED SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.35 AND A SHGC OF 0.77. - AIR LEAKAGE (UNIT 1, 2&3) : 3.12.3.1-ALL CHIMNEYS AND FLUES TO BE FITTED WITH SELF CLOSING DAMPERS. 3.12.3.2-ALL ROOF LIGHTS MUST BE SEALED OR CAPABLE TO BE SEALED. 3.12.3.3- ALL EXTERNAL WINDOWS AND DOORS ARE TO BE FITTED WITH WEATHER-STRIPS. 3.12.3.4-SELF-CLOSING DAMPER TO ALL THE EXHAUST FANS. 3.12.3.5-SEAL AVENUES OF AIR LEAKAGE THROUGH THE BUILDING ENVELOPE BY CAULKING,SKIRTING,ARCHITRAVES ALIKE. - LIGHTING uNIT 1, 2&3) : DOWNLIGHTS HAVE BEEN INCLUDED IN THIS ASSESSMENT:NO ALL RECESSED DOWNLIGHTS ARE TO HAVE INSULATION LAID OVER AN APPROVED FIREPROOF DOWNLIGHT COVER.IF THIS MEASURE IS NOT CARRIED OUT, A RE-RATING WILL BE REQUIRED.THIS MAY CHANGE THE RESULTS OF THIS ASSESSMENT. ALL LIGHTING IN THE DWELLING WILL BE DESIGNED AT 5W/M2 OR BETTER. ALL LIGHTING ON THE VERANDAH,BALCONY WILL BE DESIGNED AT 4W/M2 OR BETTER. ALL LIGHTING IN THE GARAGE WILL BE DESIGNED AT 3W/M2 OR BETTER. ARTIFICIAL LIGHTING AROUND THE PERIMETER OF THE BUILDING MUST BE CONTROLLED BY A DAYLIGHT SENSOR.
SOLAR HOT WATER HEATER SYSTEM A SOLAR WATER HEATER SYSTEM (WHICH MAY INCLUDE A HEAT PUMP WATER HEATER SYSTEM) INSTALLED IN ACCORDANCE WITH THE PLUMBING REGULATIONS 2008. IF A RETICULATED GAS SUPPLY IS AVAILABLE FOR CONNECTION TO THE BUILDING, THE SYSTEM MUST BE A GAS BOOSTED SOLAR WATER HEATER. THE PERFORMANCE REQUIREMENTS OF SOLAR WATER HEATERS SHOULD BE ACCODANCE WITH AUSTRALIAN STANDARD AS/NZS 4234:2008 AND THE PLUMBING REGULATIONS 2008 (THE PLUMBING REGULATIONS). THE PLUMBING REGULATIONS REQUIRE THE SOLAR COLLECTORS TO BE ORIENTED TO FACE BETWEEN 30 DEGREES EAST AND 60° WEST OF MAGNETIC NORTH AND THE COLLECTORS MUST HAVE AN INCLINATION OF 35°( PLUS OR MINUS 20° TO THE HORIZONTAL) TO ALLOW FOR DIFFERENT ROOF PITCHES. WHEN EITHER THE ORIENTATION OR INCLINATION CANNOT BE MET THE NEW PROVISIONS ALLOW FOR ALTERNATE MEANS OF MEETING ORIENTATION AND/OR INCLINATION REQUIREMENTS UNDER THE PLUMBING REGULATIONS. (REFER TO TECHNICAL SOLUTION 6.06 ON THE VBA (PLUMBING) WEBSITE.)
WALL LININGS AS FOLLOWS: 1 2 3
TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS). TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE). ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 THERMITE RISK MANAGEMENT. THE BUILDER/OWNER SHALL: 1 NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO TERMITE PROTECTION OPTIONS. 2 RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. 3 A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION. 4
THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
DRAWING REGISTER DRAWING WD001 WD002 WD003 WD004 WD005 WD006 WD007 WD008
TITLE
REV
SITE PLAN 1 GROUND FLOOR PLAN 1 FIRST FLOOR PLAN 1 ELEVATIONS 1 SECTIONS 1 SECTIONS 1 WINDOW SCHEDULE UNIT 1 AND UNIT 2 1 WINDOW SCHEDULE UNIT 3 1
DATE 13/08/2015 13/08/2015 13/08/2015 13/08/2015 13/08/2015 13/08/2015 13/08/2015 13/08/2015
32405 4280
1655
7315
5850
5000
REAR SETBACK
6125
6460
FRONT SETBACK
VEL FLOOR LE 2 .1 81
20
GUTTER 86.33
2ND STOREY PORTION
UNIT 2 FFL 80.40
PCL 80.40
PORCH
UP
6
PARAPET 81.45
RIDGE 83.68
1
2
81 .1 4
G
1980
530
5850
5000
REAR SETBACK 31020
6065
SIDE SETBACK
1810
80 .9 7
3960
G G
6710
G
80 .2 3
1
6460
FIRST FLOOR GARAGE GROUND FLOOR PORCH SPOS
HARD SURFACE AREAS AREA PERMEABLE
SIDE SETBACK
2775
126 m² 107 m² 124 m² 126 m² 366 m² 850 m²
No No No No Yes
SITE COVERAGE AREA 493 m² 107 m² 124 m² 126 m² 850 m²
RATIO 14.78% 12.64% 14.63% 14.86% 43.09% 100.00%
RATIO
57.93% 12.58% 14.63% 14.86%
G
GROUND FLOOR 2495
200
81 .1 7
G
G G 81 .0 0
420
80 .4 2
3
1 : 100
FIRST FLOOR GARAGE GROUND FLOOR PORCH POS SPOS
NAME SITE UNIT 1 UNIT 2 UNIT 3
67.00 m² 23.47 m² 83.44 m² 4.50 m² 41.86 m² 38.01 m² 258.28 m² 63.12 m² 40.71 m² 83.63 m² 2.75 m² 46.51 m² 38.70 m² 275.42 m² 71.00 m² 38.35 m² 88.00 m² 2.88 m² 77.04 m² 277.27 m²
G 8G 0. 20
4
FIRST FLOOR GARAGE GROUND FLOOR PORCH POS SPOS
AREA
LEGEND
0. 26
RIDGE 83.13
VEL FLOOR LE 2 .6 79
80 .2 2
GUTTER 85.16
8
13
TBM RIVET HD RL 80.47 A
80 .2 8
7
12
PARAPET 82.28
G
GUTTER 81.87
81.56 RIDGE 82.69
80 .3 8
25 ADRIENNE GCRES UTTER
CED RIVET PLA ET S F F 1m O DARY N U O B FROM
EXISTING LIGHT POLE
1.0m P ICKET FINCE 8
PEN PRIVATE O CE SPA
G
G
POLE
TOP OF PALLING FENCE TO MATCH NEIGHBOURS 1.0m HIGH PICKET FENCE
BRICK GARAGE
9
0.12 POST
G
81 .1 3 81 .0 8 80 .9 7
80 .6 1
T. PIT
5 10
PROPOSED NEW 3.0m WIDE CONCRETE CROSSOVER TO THE SATISFACTION OF LOCAL AUTHORITIES REQUIREMENTS.
80 .5 9
ELECTRICITY METER SUPPLY BOX 80 .7 9
80 .1 2
79 .4 9
80 .1 7
79 .5 0
2.45
79 .2 8
79 .1 5
3205
200
GAS
79 .0 5
78 .9 9
10
0.02 PALS
LANDSCAPE EXISTING PALING 1.5 600 TRELIS EXTENS ION
80.2
ROOF OVER
BOUNDARY 100°20'0 1" 41.12m
7.83 80 .0
PARAPET 81.50
GB
PROPOSED 3.0m WIDE CONCRETE DRIVEWAY 79.8
3020
LOW LEVEL PLANTER WALLS PROPOSED LEVEL TO MATCH CONCRETE PAVING
GAS
79.6
SET BACK
WM WM
4220
78 .7 6
GB
79.4
TTER 81.55
7
G 80.4
1.8m HIGH PALLING FENCE
1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 3
DRIVEWAY UNIT 1 BUILDING UNIT 2 BUILDING UNIT 3 BUILDING SITE
LIVING
5975
GB
GB
4985x3950
GB
GU 2630
LAWN
80 .5 4
79 .3 1
6000x5500 FFL 79.15
PCL 80.80
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
AREA SCHEDULE NAME
NAME
80 .4 7
79 .2 3
DINING 5975x3620
5m RADIUS TURNING CIRCLE
81 .0 7
1000 80. 6
FFL 80.30
UNIT 3 GARAGE 7 9.2
81 .0 4
FRONT SETBAC K
EXISTING TELECOM PIT
G
5450x3680
GB
PROPOSED NEW 3.0m WIDE CONCRETE CROSSOVER TO THE SATISFACTION OF LOCAL AUTHORITIES REQUIREMENTS.
1560
80 .7 3
PCL 80.20
DECKING
81 .2 5
BRICK AND STEEL PICKET ATOP 2.0 m
G CUP'D
WM
3000x3000
L'DRY
11
GUTTER 80.88
UNIT 2 POS 63.6m² 7600
STUDY
TR
GB
FFL 79.85
79 .0 1
2430x900
P'TRY
KITCHEN
EXISTING PALM TREE TO BE RETAINED
P'DER
STAIR
FR
CED RIVET PLA T 1m OFFSE ARY D N FROM BOU
LOW LEVEL PLANTER WALLS PROPOSED LEVEL TO MATCH CONCRETE PAVING
G
2580x900
LAWN
80 .8 9
3175x3000
WC
80 .6 7
80 .6 7
79 .8 6
PORCH
79 .3 5
ENTRY
STUDY
80 .7 9
BINS
2700 x4090
GB
PCL 80.80 LAWN
GB PCL 80.70
BOUNDARY 19 1°078'00" A21.3 80.96 4m, 0. C21.32, R121.92 87
KITCHEN
UNIT 1 POS 40.6m²
80 .8 4
79 .7 4
79 .6 3
900x1640 CUP'D TR
5025x2700 79 .3 1
UP
DINING
UNIT 2 SPOS 35.14 m²
3000x3000
UNIT 3 STAIR
L'DRY
3325x4090 CLOTHES LINE
STUDY
79 .4
GAS
WM
P'TRY
1.8m MIN. HIGH PALLING FENCE
79 .5 3
5400x5480 FFL 80.00
FFL 80.60 UP
MAIL WM
GB
PORCH
80 .4 6
910 x2330
UNIT 1 ENTRANCE
DECKING
79 .7 6
79 .3 4
ENT 1.83m EASEM
DINING
1 UNIT FFL 80.70 FR
79 .6
EXISTING MANHOLE
GUTTER 80.86
PROPOSED 3.0m WIDE CONCRETE DRIVEWAY
GB
6025x3600
FFL 79.80 5500x6500
P'DER
2000x1735
LIVING
UNIT 1 SPOS 35.04 m²
EXISTING TELECOM PIT
81 .1 0
FFL 80.55
79 .0
m PLACED 1 Y G>I> NAIL AR D N U ROM BO OFFSET F
80 .7 7 80 .6 3
6000x3500
80 .3 8
TR
LAWN
EAVE 81.68
1.97
80 .0 7 80. 0
4700x26 00
SINGLE CAR GARAGE
LAWN
UNIT
EXISTING LIGHT POLE
GB
80 .2
CLOTHES LINE
79.8
UNIT 2 GARAGE
LAUNDRY
79 .0 7
BINS
6m3 STORAGE SHED
P'TRY
WM
79 .0 9
PRIVATE OPEN SPACE
5315
BINS 1810
PARAPET 82.33
FR
SET BACK
FFSET PIPE 1.21m O 150ø SEWER
TIMBER PERGOLA
EXISTING PALING 1.7 + 600 TRELIS EXTENSION
TOP OF PALLING FENCE TO MATCH NEIGHBOURS BRICK AND STEEL PICKET FENCE
KITCHEN 3090x3645
79 .8 1
9. 85
G 1.9 EXISTING PALIN
16970
POOL
30
.8 80
6'02" 18.22m 2 ° 0 8 1 Y R A D BOUN 7
UNIT 3 SPOS 75 m²
27
81.0
CLOTHES LINE
3745x4480
m PLACED 2 Y G>I> NAIL AR D N ROM BOU OFFSET F
UNIT 3 6m3 STORAGE SHED
UNIT 1 6m3 STORAGE SHED
80 .0 6
79 .8 1
79 .8 1
79 .6 9
1.8m HIGH PALLING FENCE
LOW LEVEL PLANTER WALLS PROPOSED LEVEL TO MATCH CONCRETE FOOTPATH
22
26
25
GUTTER 83.35
BOUNDARY 96°00'59" 44.68m
29
28 21
80 .2 9
PRIVATE OPEN SPACE
RI D 81 GE .95 IR ON SH ED
GUTTER 83.38
80 .0 3
RAGE AND SEWE DRAINAGE E ID 83 W EASMENT 1.
EAVE 81.74
21 ADRIENNE CRES RIDGE 85.92 RIDGE TWO STOREY BRICK 87.68 23
m PLACED 1 Y G>I> NAIL AR D N U O ROM B OFFSET F
PRIVATE OPEN SPACE 1155
GUTTER 86.33
24
19
GUTTER 83.25
GUTTER 82.67
SIDE SETBACK
7995
UNIT 1 POS
HW Ͳ HABITABLE WINDOW W Ͳ NON HABITABLE WINDOW GD Ͳ GARAGE DOOR RTW Ͳ2000L RAIN WATER TANK MB Ͳ MAIL BOX WM Ͳ WATER METER GAS Ͳ GAS METER MAILͲ MAIL BOX POS Ͳ PRIVATE OPEN SPACE SPOSͲ SECLUDED PRIVATE OPEN SPACE GB Ͳ GARDEN BED Ͳ TYPICAL 100DIA STORMWATER PIPE
5135 7640 FRONT SETBACK
- EXISTING TREE/ PROPOSED TREES
- EXISTING TREE/ TREE IS PLANTED
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS
EF
SA 8970
5850
UNIT 3 OVERALL
UNIT 2 GARAGE
3455
7315
12675 OVERALL
5850 6125
DECKING 740 610 305 1240
2300
W
3775
6460
1655
720 610
SLIDING DOOR
1655
240 240
3745
3090
DINING
KITCHEN
3745
90
240
240
2000
DINING
3465
610 720
90
5850
90 910 240 120 P'DER
3000
LIVING
W
240
5500
230
6025
240
GARAGE 240 120
STUDY
90
6000
5500
230
GARAGE
3325
2700
DINING
KITCHEN
90 1000 90 900 90 500 90
3085
L'DRY CUP'D
1955
230
ENTRY 230
6000 GARAGE 6460
1980 1500
FSL FFL HTR
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL HEATED TOWEL RAIL
A/P
ACCESS PANEL
T.O. STUD
TOP OF STRUCTURAL STUD WALL
T.O. WALL
TOP OF STRUCTURAL BRICK WALL
2W07 2GF
2W06 2GF
1
2W04 2GF
2W05 2GF
TF02
4445
240
90 90 1000 90 750 90 1000 500
5025 KITCHEN
845
610 W
1270
STAIR L'DRY
CUP'D
5975
4965
DINING
LIVING
610 W
1270
610
850
GARAGE DOOR
170
335 265
985
4965 5135
11950 OVERALL
750
985 985
3 WD004
8980 7575
UNIT 2 OVERALL
1560
0 1470 90
SP S SO RH
Ͳ DENOTES 'COLORBOND' DOWN PIPES. Ͳ DENOTES ' COLORBOND' SPREADER DOWN PIPES. Ͳ DENOTES SUMP PIT. Ͳ DENOTES SUMP PIT AND OVER FLOW Ͳ DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. Ͳ DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
1150
W
6065
570
2905 STUDY
260
6710
6320 1800
PORCH
WD005
WD005
UNIT 1 OVERALL
GARAGE DOOR 3960
2800 0570 1510 300
ENTRY DOOR 1810
3815 2100
PORCH
1100 90 90 1000
STAIR L'DRY WC
WD004
3
525
P'DER
90 900 260 870 350 90 1660 2010 240 1560
WT3
2610
FFL 80.20
165
2W03 2GF
ROOF LEGEND
2615
265
- EXISTING TREE/ TREE IS PLANTED
DP
240
485
2365
FB.01
170
LIVING
- EXISTING TREE/ PROPOSED TREES
L'DRY
2100 90 2970 260 3000
FFL 80.30
HW Ͳ HABITABLE WINDOW W Ͳ NON HABITABLE WINDOW GD Ͳ GARAGE DOOR RTW Ͳ2000L RAIN WATER TANK MB Ͳ MAIL BOX WM Ͳ WATER METER GAS Ͳ GAS METER MAILͲ MAIL BOX POS Ͳ PRIVATE OPEN SPACE SPOSͲ SECLUDED PRIVATE OPEN SPACE GB Ͳ GARDEN BED Ͳ TYPICAL 100DIA STORMWATER PIPE
590
230 3500
3500
230
FB.01
DINING FE NC E 2W08 2GF
STUDY
555 970 175 970 W W 1430
UP
FSL 80.150
3950
PA LL ING
1150
2D03 2GF
2D01 2GF
IGH
GARAGE
90 2W02 2GF
STUDY
FB.01
STUDY
90
2W01 2GF
170 435 WT4
840
970 175 970 W W
CUP'D
FT.01
2D04 2GF
915
LIVING
MIN .H
2305
140
1.8 m
WT3
525
260 KITCHEN
2700 3970 100 885
DECKING
SD
4290
7910
WD006
UNIT 2
DECKING
1
530 530
W
2D05 2GF
1955
WT6
2D06 2GF
STAIR TR
1W02 1GF
3085
FT.01
P'TRY
L'DRY 2D02 2GF
STUDY FB.01
WC
WM
240
4810
1D08 1GF
1390 1W01 1GF
FFL 80.70
FT.01
KITCHEN
530
850 600 470
TR CUP'D
1D06 1GF
P'DER
STEPS 1060
WT4
WT3
4060
KITCHEN
100 3945
260
FB.01
WT6
PORCH 180
WT4
LIVING
3600 3615
DECKING
7900
SD
4290 3630
15340
260
17460
OVERALL
KITCHEN
FFL 80.70
FT.01
265
1
460 150
L'DRY
400 660 W
240 2100
1240 UNIT 1 OVERALL
8980 6960 750
FB.01
1D05 1GF
3385
WM
DINING
FB.01
2190 FFL 80.60
1D07 1GF
FR
170
UP
P'TRY
1.8m MIN. HIGH PALLING FENCE
1D01 1GF
UNIT 1 ENTRANCE FR
DECKING 6070
90
DECKING
UNIT 2 GARAGE
FFL 80.70 5350
FSL 80.650
2
1D04 1GF
WT4
1D16 1GF
UNIT 1
FFL 80.65
WD005
90 150
2800 x 2000 OVERHEAD ROLLING GARAGE DOOR
1080 1840
1840 4230 900 4810
FFL 80.70 FB.01
DOOR
6500
GARAGE
P'DER
CONC.
LIVING
UNIT 2 OVERALL
1000
3
FFL 80.55 FSL 80.352
1D02 1GF
WD005
7410
WD004
5520
5
GARAGE
3D02 3GF
5520
CONC.
FFL 79.15 FSL 78.952
6170
1810 x 2400 OVERHEAD ROLLING GARAGE DOOR
UNIT 3 GARAGE
1D03 1GF
4
230
79.95
1390
ENTRY
ENTRY
FFL 79.85
170
100 1710
PORCH
4810 x 2400 OVERHEAD ROLLING GARAGE DOOR
6170
GARAGE
5680
UP
3D01 3GF
2D14 2GF
90
STAIR
90 1000
90
STAIR
3W02 3GF
3480
GARAGE
5870
3W01 3GF
FFL 80.00 FSL 79.974 SA
3D03 3GF
1810
WD006
UNIT 3
3W03 3GF
W
610 700
580 210400 830 W GARAGE DOOR
1
80.05
1000
4810 x 2400 OVERHEAD ROLLING GARAGE DOOR
STUDY
FB.01
PORCH STUDY 230 700 460 750 230
DINING
STUDY
3D06 3GF
2990
90
90 2D15 2GF
3590
9600
W
3W05 3GF
3W04 3GF
FB.01
OVERALL
17460
CONC.
3D07 3GF
L'DRY
9960
880
FT.01
1700
610
11100
LAUNDRY
UNIT 2 GARAGE
1735
P'DER
2330
WM TR
WD005
1830
FFL 79.80 FSL 79.602
1160 130 750
2
P'TRY
WD004
1W04 1GF
WT3
SINGLE CAR GARAGE
ENTRY DOOR
FR
1W03 1GF
2
230
KITCHEN
3645
KITCHEN
3645
KITCHEN
FB.01
GARAGE DOOR
FFL 79.95
6m3 STORAGE SHED
1350
3D04 3GF
DECKING
600
90
SLIDING DOOR
FB.01
90
6
1840
3D05 3GF
DINING
4290
240
240
240
870
1360 240
WD004
SHEET NUMBER
LEGEND
GARAGE
3W06 3GF
2
ELEVATION NUMBER
STUDY
WD005 WD005
FLOOR LEVEL
1 A001
90
6460
LIVING
L'DRY
5400
WINDOW/DOOR NUMBER
5850 W
1800
SMOKE ALARM Ͳ REFER TO GENERAL NOTES
W01 GF
1390
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PARTͲ3.12.34 & PARTͲ3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELFͲCLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
NOTE: PROVIDE LIFT OFF HINGES TO DOORS TO UNIT 1 ENSUITE AND WC'S AND UNIT 2 WC
TYPICAL WALLS: Ͳ 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; Ͳ 90x45 MGP10 TOP PLATES TO INTERNAL NONͲLOAD BEARING WALLS; Ͳ 90x45 MGP10 BOTTOM PLATES; Ͳ 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND Ͳ 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NONͲLOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SCHEDULE OF FINISHES
GROUND FLOOR UNIT 3 WD 1 : 100
GROUND FLOOR UNIT 1&2 WD 1 : 100
WALL FINISHES: RF Ͳ DENOTES SELECTED APPLIED RENDERED FINISH TO 75MM UNITETEX UNIͲBASE NONͲ CAVITY SYSTEM TO MANUFACTURERS DETAILS AND SPECIFICATION FB Ͳ DENOTES SELECTED RECYCLED BRICK VENEER BC Ͳ DENOTES SELECTED CEDAR HORIZONTAL FINISH IN CLEAR STAINED FINISH MC Ͳ DENOTES BLACK PAINT OR BLACK ANODIZED FINISH TM Ͳ DENOTES SELECTED TIMBER BOARD AND BATTER CLADDING IN CHARCOAL STAIN FINISH RFB Ͳ RENDERED BRICK WORK FLOOR/CEILING FINISHES: TB.01 Ͳ DENOTES SELECTED TIMBER FLOOR BOARDS. CON Ͳ DENOTES CONCRETE FINISH. FT.01 Ͳ DENOTES SELECTED FLOOR TILES TV.01 Ͳ DENOTES SELECTED TIMBER VENEER PB.01 Ͳ DENOTES PLASTER BOARD CP.01 Ͳ DENOTES SELECTED CARPET FINISH GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANELͲLIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
NOTES:
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION
CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
445
3300
SHR
WIR
WC
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS
1490 EF
90 900 90 500 90
3510
ROBE
550
BED 2
SA W01 GF
1°
1W13 1FF
1°
WT7
1 A001
BG
BATH
UNIT 2 FFL 83.25
FT3
2W10 2FF
2D10 2FF
FT.01
WC
WC
1°
CP.01
3980
BATH 150
90
1530
140
2450
170 985
150
4250
1820
3345
90 500 90
2000
BED 2
ROBE
STAIR
3090
2570
90
BATH
STAIR
180 7430
850 510
610 480 W
W
1800 W
1910
90
2800
180
140
MASTER BED
1800
2200
550
ENSUITE 4010
WC 1155
90
WIR
5875
T.O. WALL
TOP OF STRUCTURAL BRICK WALL
W 3120 260
W
260
1800
W W
TOP OF STRUCTURAL STUD WALL
3240
W
360 400 800 260 400
1460
390 400 500 400 640
BATH
2100 90 1400 90 2970
BED 2
ACCESS PANEL
- EXISTING TREE/ PROPOSED TREES
- EXISTING TREE/ TREE IS PLANTED
1490
WD005 NOTE: PROVIDE LIFT OFF HINGES TO DOORS TO UNIT 1 ENSUITE AND WC'S AND UNIT 2 WC
ROOF LEGEND DP SP
W
SO
11895
RH
11895 8790
OVERALL
OVERALL
FIRST FLOOR UNIT 1&2 WD
FIRST FLOOR UNIT 3 WD
1 : 100
3 WD004
Ͳ DENOTES 'COLORBOND' DOWN PIPES. Ͳ DENOTES ' COLORBOND' SPREADER DOWN PIPES. Ͳ DENOTES SUMP PIT. Ͳ DENOTES SUMP PIT AND OVER FLOW Ͳ DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. Ͳ DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
SCHEDULE OF FINISHES
1 : 100 PAR
1° MF01
BOX GUTTER
1°
BOX GUTTER
1° BOX GUTTER
MF01
WD005
1°
1°
BOX GUTTER
PROVIDE SOLAR HOTWATER TANK . REFER DRAWING WD01 GENERAL NOTES
1°
1°
1° MF01
BOX GUTTER
MF01
2
PAR
BOX GUTTER
1°
BOX GUTTER
FLASHING
RWH
BOX GUTTER
A/P T.O. STUD
HW Ͳ HABITABLE WINDOW W Ͳ NON HABITABLE WINDOW GD Ͳ GARAGE DOOR RTW Ͳ2000L RAIN WATER TANK MB Ͳ MAIL BOX WM Ͳ WATER METER GAS Ͳ GAS METER MAILͲ MAIL BOX POS Ͳ PRIVATE OPEN SPACE SPOSͲ SECLUDED PRIVATE OPEN SPACE GB Ͳ GARDEN BED Ͳ TYPICAL 100DIA STORMWATER PIPE
S
8790
RWH
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL HEATED TOWEL RAIL
3
170
MASTER BED
4400
SHEET NUMBER
1 WD005
1°
2W11 2FF
1 WD005
90 1000 90
ELEVATION NUMBER
590
WT7
WT5
2W12 2FF
2080
FLOOR LEVEL
FT.01 BOX GUTTER
1210 170
6010
MASTER BED 2D11 2FF
WINDOW/DOOR NUMBER
FSL FFL HTR
UNIT 2 OVERALL
WD006
2D09 2FF
SMOKE ALARM Ͳ REFER TO GENERAL NOTES
2770
WT4
SHR
W
2D07 2FF
2040
BG
2D13 2FF
WT4
2D12 2FF
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PARTͲ3.12.34 & PARTͲ3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELFͲCLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
LEGEND
380
2W09 2FF
FT.01
1800
ENS
CP.01
CP.01
2W14 2FF
260
260
WIR
DN
1
540 880 90 1160
1W08 1FF
110
3340
2D08 2FF
BED 2
STAIR
ROBE
1°
CP.01
1D15 1FF
1800
WIR
FT.01
CP.01
BED 2
230
1910
WC
WIR
1W07 1FF
ENSUITE
1D13 1FF
WT6
80 1010 90
2210
FT.01
2W13 2FF
BATH
2080 540
1D12 1FF
ENS
1W09 1FF
1D14 1FF
SHR
1D11 1FF
1880
UNIT 1 FFL 83.75
WT5
90
90 WIR
1880 260
W
1800 1640
W
1800 250
2100
FT3
240 1110 90
WD005
DN
2660
CP.01
1W06 1FF
BATH
1D09 1FF
MASTER BED
STAIR
2
1W05 1FF
FT.01
90 1000 90 1000 400 90
1W11 1FF
BATH
1D10 1FF
ROBE
BOX GUTTER
LINEN
1W12 1FF
WIR
4190
3620
90 480 250 1145
LINEN
SHR
2560
2560
6010
1°
MASTER BED
W
1800
7680
WD005
UNIT 2 OVERALL
3W09 3FF
3345
WT4
150
1800
5740
5 WD005 3
3W08 3FF
1560
3W02 3GF
ENSUITE
1W10 1FF
260
90
DN
90
645 405
645 405 7680
3W07 3FF
3D08 3FF
BATH
150
WT5
170
UNIT 3 FFL 83.05
3980
CP.01
SA
FT.01
LINEN
BG
MASTER BED
MASTER BED
MASTER BED SHR
SHR
150 405 90 2000 90
EF
4150
1°
BG
3D12 3FF
4000
2 WD005 4
3D10 3FF
BATH
90 1560
WIR
150
STAIR
1845
1°
140 3600 90 660 90
WC ROBE BATH
90 90 900 500 90
3D11 3FF
WC
3W10 3FF
FT.01
3D09 3FF
FT.01
3W11 3FF
SHR
ENS
EF
CP.01
ROBE
90
2770
BED 2
SHR
1700 150 1000
2120 635 1800
W W
2140 460
400
3000
425
OVERALL
2860
10530
3W12 3FF 3D13 3FF
4150
3010
BED 2
W
3W13 3FF
4670
1800
750
140
BG
70 1200 170 645 405
WD005 6
90 1110 90
1500
WD005
WIR
3W14 3FF
170
WIR
W
3980
150 990 90
2590
1800
3730
2000
90 1255 90
1800
W
895 90
150 850 150
2640
90
2685
ROBE
1800
W
90
1665
2170
4010
140
125
MASTER BED
3020
140
610
W
BATH
1655
160
1000
WIR
140
695
110
1800
BED 2
2
11000
ROBE
625 340
W
1655
895
1000
ROBE
2050
W
WD005
2835
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
390 400 445 625
420
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
OVERALL
OVERALL 1210
DRAWING LEGEND
11895
8790
MF01
WALL FINISHES: RF Ͳ DENOTES SELECTED APPLIED RENDERED FINISH TO 75MM UNITETEX UNIͲBASE NONͲ CAVITY SYSTEM TO MANUFACTURERS DETAILS AND SPECIFICATION FB Ͳ DENOTES SELECTED RECYCLED BRICK VENEER BC Ͳ DENOTES SELECTED CEDAR HORIZONTAL FINISH IN CLEAR STAINED FINISH MC Ͳ DENOTES BLACK PAINT OR BLACK ANODIZED FINISH TM Ͳ DENOTES SELECTED TIMBER BOARD AND BATTER CLADDING IN CHARCOAL STAIN FINISH RFB Ͳ RENDERED BRICK WORK FLOOR/CEILING FINISHES: TB.01 Ͳ DENOTES SELECTED TIMBER FLOOR BOARDS. CON Ͳ DENOTES CONCRETE FINISH. FT.01 Ͳ DENOTES SELECTED FLOOR TILES TV.01 Ͳ DENOTES SELECTED TIMBER VENEER PB.01 Ͳ DENOTES PLASTER BOARD CP.01 Ͳ DENOTES SELECTED CARPET FINISH GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANELͲLIFT GARAGE DOORS.
MF01
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
MF01
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
BOX GUTTER
RWH
TIMBER FRAMING SCHEDULE 1°
1°
MF01
1°
MF01
BOX GUTTER
1°
BG
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS. TYPICAL WALLS:
1
1°
WD006
MF01
1°
1°
BG
Ͳ 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; Ͳ 90x45 MGP10 TOP PLATES TO INTERNAL NONͲLOAD BEARING WALLS; Ͳ 90x45 MGP10 BOTTOM PLATES; Ͳ 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND Ͳ 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
MULTIPLE STUDS @ SIDES OF OPENINGS: PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NONͲLOAD BEARING STUD WALLS:
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
UNIT 1 FIRST FLOOR CL 1 : 100
1
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
WD005 NOTE: REFER TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
PROPOSED UNIT 1
DRAWING LEGEND
PROPOSED UNIT 2
FINISHES LEGEND
PARTI WALL BEHIND
TAG
PROPOSED UNIT 2 RF
2W10 2FF
PROPOSED UNIT 1
2W09 2FF
1W08 1FF
1W07 1FF
1W06 1FF
1W05 1FF
1W11 1FF
RF
1W09 1FF
RF
BC
2W14 2FF
BF BLF DP MC MC2
MC2
CL
BC
2W03 2GF
2D01 2GF
2W02 2GF
2W01 2GF
1W02 1GF
1W01 1GF
1D01 1GF
350 2D02 2GF
2W05 2GF
EAST ELEVATION
UNIT 2 GARAGE BEHIND
1 : 100
1W13 1FF
MC2
1W12 1FF
RF
3W14 3FF
? MC2
CL
3W13 3FF
TMD TMD
3W10 3FF
CL
BC
2700
TMD RF MF01
350
BF
FB
1W04 1GF
UNIT 1 GARAGE FFL
DP
3W06 3GF
1W03 1GF
NORTH ELEVATION
3D05 3GF
2700
2700
FB
EXISTING 1.7m PALING FENCE + 600 TRELIS EXTENSION
W01 GF
1 A001
BF
3W05 3GF
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PARTͲ3.12.34 & PARTͲ3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELFͲCLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
SMOKE ALARM Ͳ REFER TO GENERAL NOTES WINDOW/DOOR NUMBER FLOOR LEVEL ELEVATION NUMBER SHEET NUMBER
FSL FFL HTR
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL HEATED TOWEL RAIL
A/P
ACCESS PANEL
T.O. STUD
TOP OF STRUCTURAL STUD WALL
T.O. WALL
TOP OF STRUCTURAL BRICK WALL
ROOF LEGEND DP SP S SO RH
Ͳ DENOTES 'COLORBOND' DOWN PIPES. Ͳ DENOTES ' COLORBOND' SPREADER DOWN PIPES. Ͳ DENOTES SUMP PIT. Ͳ DENOTES SUMP PIT AND OVER FLOW Ͳ DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD.
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANELͲLIFT GARAGE DOORS.
Ͳ DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
CL
BOUNDARY
PAR
UNIT 1 GROUND FLOOR FFL 80.70
PARAPET. COLORBOND METAL CAPPPING OVER. RENDER FINISH TIMBER CLADDING
350
CL BOUNDARY
UNIT 3 FIRST FLOOR FFL 83.05
MC2 BF
BF
SA
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
MC2
FB
EF
ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION
2700
UNIT 1 FIRST FLOOR FFL 83.75
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS
FLOOR/CEILING FINISHES: TB.01 Ͳ DENOTES SELECTED TIMBER FLOOR BOARDS. CON Ͳ DENOTES CONCRETE FINISH. FT.01 Ͳ DENOTES SELECTED FLOOR TILES TV.01 Ͳ DENOTES SELECTED TIMBER VENEER PB.01 Ͳ DENOTES PLASTER BOARD CP.01 Ͳ DENOTES SELECTED CARPET FINISH
PROPOSED UNIT 3
1W10 1FF
DENOTES SELECTED CEDAR CLADDING.155X18mm HORIZONTAL URBANLINE EUROCLAD. COLOR TBC. BRICK FACE FINISH MASONRY BLOCK FACE FINISH DOWN PIPE METAL CLADDING METAL CLADDING TYPE 2. COLORBOND FLAT METAL CLADDING ON MARINE PLY SUBSTRATE.
WALL FINISHES: RF Ͳ DENOTES SELECTED APPLIED RENDERED FINISH TO 75MM UNITETEX UNIͲBASE NONͲ CAVITY SYSTEM TO MANUFACTURERS DETAILS AND SPECIFICATION FB Ͳ DENOTES SELECTED RECYCLED BRICK VENEER BC Ͳ DENOTES SELECTED CEDAR HORIZONTAL FINISH IN CLEAR STAINED FINISH MC Ͳ DENOTES BLACK PAINT OR BLACK ANODIZED FINISH TM Ͳ DENOTES SELECTED TIMBER BOARD AND BATTER CLADDING IN CHARCOAL STAIN FINISH RFB Ͳ RENDERED BRICK WORK
1 : 100
BC
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
SCHEDULE OF FINISHES
1D04 1GF
UNIT 1/2 WEST ELEVATION
DESCRIPTION
2700
1D02 1GF
1D03 1GF
FFL 80.70
FFL 80.20
2W04 2GF
CL BOUNDARY
UNIT 1 GARAGE
BOUNDARY
2700
BOUNDARY
RFB
CL 2700
RFB
FFL 83.75
MF01 PAR RF TMC TMD
350
BOUNDARY
FB
350
FB
350
BF
FFL 83.25
2700
2100
MC
2100
2700
2700
BC
2700
CL
BC
TM
2700
BC
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
TYPICAL WALLS: Ͳ 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; Ͳ 90x45 MGP10 TOP PLATES TO INTERNAL NONͲLOAD BEARING WALLS; Ͳ 90x45 MGP10 BOTTOM PLATES; Ͳ 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND Ͳ 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
UNIT 3 GROUND FLOOR FFL 80.00
UNIT 2 GARAGE FFL MULTIPLE STUDS @ SIDES OF OPENINGS:
1 : 100
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NONͲLOAD BEARING STUD WALLS:
PROPOSED UNIT 3
3W08 3FF
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
RF ?
NOTE: REFER TO STRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
CL
PAR
MC2
350
5750
FFL 83.05
UNIT 3 GARAGE
BF
UNIT 3 FIRST FLOOR
CL
2700
BOUNDARY
UNIT 2 GARAGE
BOUNDARY
DP
2700
UNIT 3
UNIT 3 GROUND FLOOR
FFL 80.00
TMC
UNIT 3 GARAGE FLOOR
RF
PROPOSED UNIT 1 PROPOSED UNIT 3
MC2
RF
TMD
CL
TMD
3W01 3GF
1 : 100
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
BC TMD
UNIT 2 FIRST FLOOR FFL 83.25
CL
FCL 82.900
UNIT 2 GROUND FFL 80.20 FLOOR
UNIT 2 GARAGE FFL UNIT 3 GARAGE
FCL 85.750
UNIT 3 GROUND FLOOR FFL 83.05
CL
2W08 2GF
2W07 2GF
2W06 2GF
MC2
TOP RL 83.36
BF
FCL 82.700
UNIT 3 FLOOR UNIT 3 FLOOR
GROUND FFL 80.00 GARAGE FFL 79.15
WEST ELEVATION 1 : 100
TOP RL 82.31
BF
BF
FFL 80.00 3D04 3GF 3W04 3GF
3W03 3GF
BLF
MC
3D03 3GF
UNIT 3 GARAGE
UNIT 3
350 BF
BOUNDARY
MF01
BF
EXISTING 1.5m HIGH PALING FENCE + 600 TRELIS EXTENSION
DP
SOUTH ELEVATION
3W02 3GF
6600
BOUNDARY
UNIT 3 GROUND FLOOR FFL 80.00
TMC
CL
2700
2D14 2GF
350
BF
BF
350
BF
2100
2700
MC2
TOP RL 84.50
2700
2700
TMD
PAR
FCL 85.950
BC
BC
FCL 82.700
RF
350
RF
2700
CL FCL 85.750
CL
3W11 3FF
TOP RL 86.36
?
TOP RL 85.75
UNIT 3 FIRST FLOOR FFL 83.05
?
2700
MC2
3W12 3FF
BOUNDARY
TOP RL 86.36
3W07 3FF
RF
TOP RL 87.05
BOUNDARY
RF
3W09 3FF
2W12 2FF
2W13 2FF
2700
2W11 2FF
RF
850
PROPOSED UNIT 3
1 : 100
UNIT 1
UNIT 3 EAST ELEVATION
5950
3D01 3GF
3D02 3GF
UNIT 3 GARAGE
2700
6375
BF
350
BF
UNIT 3
2700
TMD
2700
BC
SCHEDULE OF FINISHES
FINISHES LEGEND 1
2
WD006
WD005
PROPOSED UNIT 2
TAG
RT1
RL 87.050
600
CL
MASTER BED
FT3 RT1
1250
BG
FT2
2100
2100
400
WIR
WT4
2700
1D12 1FF
2700
BED 2
BG
RL 84.500
EB1 FEN FT1
2100
WT6
BATH
CT1
WT5
2W14 2FF
WT4
PCL 85.950 CT1
UNIT 1 FIRST FLOOR FFL 83.75
FT3
TIL-01
350
500
WT3
FT3
UNIT 2 FIRST FLOOR FFL 83.250
FCL 86.450
1W11 1FF
CT1
FT4 MF01 PILE
FCL 83.400
CL
CT1
WT3
2700
DINING
WT3
KITCHEN
2700
DINING
WT6
CT1
1D02 1GF
LIVING
2D02 2GF FT2
CONCRETE DRIVEWAY TO CIVIL AND STRUCTURAL ENGINEERS DRAWINGS
FEN
APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
PROPOSED FGL
PILE
PILE
APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
EXISTING FGL RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
PILE
PILE
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
UNIT 1 GARAGE FFL 80.55
PILE
WT4
FT2
UNIT 1 GROUND FLOOR FFL 80.70
150
500
2W07 2GF
UNIT 2 GROUND FLOOR FFL 80.200
DESCRIPTION BOX GUTTER CEILING TYPE 1. TYPICALLY 10MM PLASTERBOARD CEILING LININGS ON "RONDO" (OR SIMILAR APPROVED) 25MM METAL CEILING BATTENS FIXED 450MM CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, TIMBER RAFTERS & TRIMMERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALLOW TO PROVIDE 10MM W.R. PLASTERBOARD CEILING LININGS WET AREAS. ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS TO ALL INTERNAL CEILING AREAS.
FLOOR/CEILING FINISHES: TB.01 Ͳ DENOTES SELECTED TIMBER FLOOR BOARDS. CON Ͳ DENOTES CONCRETE FINISH. FT.01 Ͳ DENOTES SELECTED FLOOR TILES TV.01 Ͳ DENOTES SELECTED TIMBER VENEER PB.01 Ͳ DENOTES PLASTER BOARD CP.01 Ͳ DENOTES SELECTED CARPET FINISH
FENCE. FLOOR TYPE 1. CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 2. TIMBER FLOORING ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 3. TIMBER FLOORING ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE LINES. FLOOR TYPE 4. TIMBER DECKING ON TIMBER POST.
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANELͲLIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
ROOF LEGEND
DENOTES TYPICALLY 450Ø CONCRETE PILE FOOTINGS AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPECIFICATIONS. RT1 ROOFING TYPE 1. SELECTED 0.48mm BMT COLORBOND STEEL KLIPͲLOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER & STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. TILͲ01 TILE TYPE (REFER SCH01) WT1 WALL TYPE 1. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER. WT2 WALL TYPE 2. 190mm REINFORCED CONCRETE BLOCK RETAINING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WT3 WALL TYPE 3. 110mm BRICK VENEER. 50mm CAVITY. 90mm LOAD BEARING EXTERNAL TIMBER STUD. WT4 WALL TYPE 4. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD. WT5 WALL TYPE 5. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. WT6 WALL TYPE 6. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS.30mm CAVITY.70mm SPEEDPANEL.90mm THICK LOAD BEARING INTERNAL TIMBER STUD. WT7 WALL TYPE 7. 90mm THICK LOAD BEARING INTERNAL TIMBER STUD WALLS.30mm VERTICAL TIMBER BATTEN.18mm HORIZONTAL URBANLINE EUROCLAD. COLOR TBC.
CT1
350
PCL 82.900
RL 87.050
RT1
2W12 2FF
CL
BG
WT5
1100
BG
CL
BG CT1
PROPOSED UNIT 1
FIRE RATED WALL
WALL FINISHES: RF Ͳ DENOTES SELECTED APPLIED RENDERED FINISH TO 75MM UNITETEX UNIͲBASE NONͲ CAVITY SYSTEM TO MANUFACTURERS DETAILS AND SPECIFICATION FB Ͳ DENOTES SELECTED RECYCLED BRICK VENEER BC Ͳ DENOTES SELECTED CEDAR HORIZONTAL FINISH IN CLEAR STAINED FINISH MC Ͳ DENOTES BLACK PAINT OR BLACK ANODIZED FINISH TM Ͳ DENOTES SELECTED TIMBER BOARD AND BATTER CLADDING IN CHARCOAL STAIN FINISH RFB Ͳ RENDERED BRICK WORK
Section 1 1 : 50
DP SP S SO RH
Ͳ DENOTES 'COLORBOND' DOWN PIPES. Ͳ DENOTES ' COLORBOND' SPREADER DOWN PIPES. Ͳ DENOTES SUMP PIT. Ͳ DENOTES SUMP PIT AND OVER FLOW Ͳ DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. Ͳ DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
1
PROPOSED UNIT 1
WD005
RT1 WT5
RL 87.05
WT5
WT4
3050
1W12 1FF
MASTER BED
WT5
3200
WT4
BG
RT1
UNIT 1 FIRST FLOOR FFL 83.75 350
860
BG
RL 83.16
CL
FCL 83.400
WT5
FT3
WT3
310
FT3
1W03 1GF
1W04 1GF WT1
3D05 3GF
DINING
LAUNDRY
3160
WT3
P'DER
UNIT 2 GARAGE
WT4
1D02 1GF
UNIT 1 ENTRANCE
DINING
PORCH FT2
WT1
3D04 3GF
WT4
WT4
2510
2440
3300
WT3
2700
RT1
335
WT7
FT3
BG
350
FCL 82.700
3D09 3FF
3D13 3FF
RT1
UNIT 3 FIRST FLOOR FFL 83.05
CL
WIR
UNIT 1 FIRST FLOOR HALLWAY
1D10 1FF
950
2700
WT4
3W13 3FF
2700
RL 86.15
FCL 86.450
2700
400 210
FCL 85.750
RT1
CL
MF01
1W11 1FF
RL 86.36
CL
600
BG RT1
WT7
PROPOSED UNIT 3
STO RAG E
FT4
WT2 FT4
UNIT 1 GROUND FLOOR 80.700
FT2
FT1
380
FT4
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
PILE
PILE
EB1
UNIT 2 GARAGE FLOOR FFL 79.80
850
FFL 80.55
UNIT 3 GROUND FLOOR FFL 80.00
Ͳ CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING AND SARKING TO THE ROOF EXCLUDING THE GARAGE. Ͳ FLOORS (UNIT 1&2): NO INSULATION REQUIRED. Ͳ FLOORS (UNIT 3): (RATING HAS BEEN CONDUCTED WITH RATING R1.0 BEING ADDED TO A RAFT SLAB. IF THIS IS NOT THE CASE, A REͲRATING WILL NEED TO OCCUR)
Section 2 1 : 50
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
Ͳ WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 2. Ͳ WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 1. Ͳ WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS.
FINISHES LEGEND TAG BC BF BG CT1
DP FEN FT1 FT4 MC2
FINISHES LEGEND
DESCRIPTION
TAG PILE
DENOTES SELECTED CEDAR CLADDING.155X18mm HORIZONTAL URBANLINE EUROCLAD. COLOR TBC. BRICK FACE FINISH BOX GUTTER CEILING TYPE 1. TYPICALLY 10MM PLASTERBOARD CEILING LININGS ON "RONDO" (OR SIMILAR APPROVED) 25MM METAL CEILING BATTENS FIXED 450MM CTRS. MAX. TO UNDERSIDE OF FLOOR TRUSSES/JOISTS, TIMBER RAFTERS & TRIMMERS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALLOW TO PROVIDE 10MM W.R. PLASTERBOARD CEILING LININGS WET AREAS. ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS TO ALL INTERNAL CEILING AREAS. DOWN PIPE FENCE. FLOOR TYPE 1. CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 4. TIMBER DECKING ON TIMBER POST. METAL CLADDING TYPE 2. COLORBOND FLAT METAL CLADDING ON MARINE PLY SUBSTRATE.
RF RT1
RWH TF02 TMD WT1 WT2
WT4
MF01
SCHEDULE OF FINISHES
DESCRIPTION DENOTES TYPICALLY 450Ø CONCRETE PILE FOOTINGS AS PER STRUCTURAL ENGINEER'S DRAWING DETAILS & SPECIFICATIONS. RENDER FINISH ROOFING TYPE 1. SELECTED 0.48mm BMT COLORBOND STEEL KLIPͲLOK' ROOF SHEETING FIXED TO ROOF BATTENS TO SUIT @ 900mm CTRS. MAX. ON RAFTERS AS PER MANUFACTURER & STRUCTURAL ENGINEER'S DESIGN DETAILS & SPECIFICATIONS. ALLOW FOR SARKING & INSULATION AS PER ENERGY RATERS REPORT & TO BE INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RAIN WATER HEAD. COLOURBOND . COLOUR TBC
WALL FINISHES: RF Ͳ DENOTES SELECTED APPLIED RENDERED FINISH TO 75MM UNITETEX UNIͲBASE NONͲ CAVITY SYSTEM TO MANUFACTURERS DETAILS AND SPECIFICATION FB Ͳ DENOTES SELECTED RECYCLED BRICK VENEER BC Ͳ DENOTES SELECTED CEDAR HORIZONTAL FINISH IN CLEAR STAINED FINISH MC Ͳ DENOTES BLACK PAINT OR BLACK ANODIZED FINISH TM Ͳ DENOTES SELECTED TIMBER BOARD AND BATTER CLADDING IN CHARCOAL STAIN FINISH RFB Ͳ RENDERED BRICK WORK FLOOR/CEILING FINISHES: TB.01 Ͳ DENOTES SELECTED TIMBER FLOOR BOARDS. CON Ͳ DENOTES CONCRETE FINISH. FT.01 Ͳ DENOTES SELECTED FLOOR TILES TV.01 Ͳ DENOTES SELECTED TIMBER VENEER PB.01 Ͳ DENOTES PLASTER BOARD CP.01 Ͳ DENOTES SELECTED CARPET FINISH GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANELͲLIFT GARAGE DOORS.
WALL TYPE 1. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER. WALL TYPE 2. 190mm REINFORCED CONCRETE BLOCK RETAINING WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. WALL TYPE 4. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD.
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. ROOFS: SELECTED 0.48 BMT KLIPLOK 402 SHEETING TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATION WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
ROOF LEGEND DP SP S SO RH
Ͳ DENOTES 'COLORBOND' DOWN PIPES. Ͳ DENOTES ' COLORBOND' SPREADER DOWN PIPES. Ͳ DENOTES SUMP PIT. Ͳ DENOTES SUMP PIT AND OVER FLOW Ͳ DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD. Ͳ DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
1 WD005
PROPOSED UNIT 2
?
610
PROPOSED UNIT 3
BG
RT1
MC2
RF
2W13 2FF
CL
CL
TF02
RF BC
TMD
MASTER BED
BATH
310 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
310 DEEP PRYDA FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEER'S SPECIFICATION AND MANUFACTURER'S INSTALLATION GUIDE LINES.
2D09 2FF
2D11 2FF
2D12 2FF
2D13 2FF
2W10 2FF
2700
2700
3W07 3FF
WT1
MC2
UNIT 2 FIRST FLOOR FFL 83.25
MF01
3W09 3FF
RWH
BF
BF
350
350
MC2
CL
FEN CT1
DP
3W01 3GF BF
2700
2D02 2GF
2D14 2GF
WT1
RT1
2D06 2GF
2700
UNIT 3 GARAGE
WT1
2D01 2GF
2D03 2GF
WT2 FT4
WT2
WT4
3D03 3GF
UNIT 2 GROUND FLOOR 80.200
FT4
APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
PILE
PILE
PILE
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
PILE
PILE
FT1 WT2
PILE
850
850
FT4
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION. APPLY CONTINOUS TERMITE TREATMENT TO PERIMETER OF SLABS AND SLAB PENETRATIONS IN COMPLIANCE WITH AS3660.1 AND PART 3.1.3 OF THE NCC
Section 3 1 : 50
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
Ͳ CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING AND SARKING TO THE ROOF EXCLUDING THE GARAGE. Ͳ FLOORS (UNIT 1&2): NO INSULATION REQUIRED. Ͳ FLOORS (UNIT 3): (RATING HAS BEEN CONDUCTED WITH RATING R1.0 BEING ADDED TO A RAFT SLAB. IF THIS IS NOT THE CASE, A REͲRATING WILL NEED TO OCCUR) Ͳ WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 2. Ͳ WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS AND EACH SIDE OF THE PARTY WALLS ADJOINING UNIT 1. Ͳ WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND BATHROOM WALLS.
LEGEND
NOTES: REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
400
610
AW
AW
1800
1800
1800
400 300 AW
1740
300
950
1700
2090
2400
OB
650
2400
1400
610
AW
600
FG
AW
750
350
400
610
350
UPPER ROOF FFL 86.450
ENS
1W10 1FF
Selected commercial natural anodized improved type frame with clear glazing.
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
1W12 1FF
BATH
MASTER BED 1W05 1FF
Selected commercial natural anodized improved type frame with clear glazing.
BATH 1W13 1FF
Selected commercial natural anodized improved type frame with clear glazing.
HALL WAY
Selected commercial natural anodized improved type frame with clear glazing.
1800
610
0
UNIT 2 FIRST FLOOR CL FFL 85.950
1100
1D01 1GF, 1D05 1GF, 1W01 1GF, 1W02 1GF, 1D02 1GF, 1W05 1FF, 1W07 1FF, 1W08 1FF, 1W09 1FF, 1W10 1FF, 1W12 1FF AND 1W13 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 1W03 1GF, 1W04 1GF, 1W06 1FF, 1W07 1FF, 1W08 1FF AND 1W11 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 3.5 U Value = 3.5 SHGC = 0.47 SHGC = 0.64 2W01 2GF, 2W02 2GF, 2D01 2GF AND ITS SIDELIGHT, 2W03 2GF, 2W04 2GF, 2W05 2GF, 2W06 2GF, 2W07 2GF, 2W08 2GF, 2D02 2GF, 2W09 2FF, 2W11 2FF, 2W12 2FF, 2W13 2FF AND 2W14 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 2W04 2GF AND 2W058 2GF: AWNING, CASEMENT FIXED, SLIDING U Value = 3.5 U Value = 3.5 SHGC = 0.47 SHGC = 0.64 3D01 3GF, 3D05 3GF, 3W11 3FF AND 3W14 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 3W01 3GF, 3W02 3GF, 3W03 3GF, 3W04 3GF, 3W05 3GF, 3D04 3GF, 3W06 3GF, 3W02 3FF, 3W07 3FF, 3W08 3FF, 3W09 3FF, 3W10 3FF, 3W12 3FF AND 3W13 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 3.5 U Value = 3.5 SHGC = 0.47 SHGC = 0.64 Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
OB FG AW
- OBSCURED FROSTED GLASS - FIXED GLAZING - AWNING
C
- CASEMENT - SLIDING
UNIT NUMBER
1W01 1GF
WINDOW NUMBER FLOOR NAME GF-GROUND FLOOR FF-FIRST FLOOR
NOTES: 1.
2.
3. 4. 5.
6.
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
2700
OB
610
970
UNIT 1 GROUND FLOOR CL FFL 83.400
600
300
2100
AW
710
1000
400
800
1000
2700
2700
FG
2100
2700
900
2100
2400
800
AW
AW
610
1800
FG
600
Selected commercial natural anodized improved type frame with clear glazing.
1800
500
AW
1W06 1FF
110
BED 2 1W07 1FF
10
UNIT 1 FIRST FLOOR FFL 83.750
- FROSTED GLAZING
UNIT 2 FIRST FLOOR FFL 83.250
2W14 2FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
2W10 2FF
Selected commercial natural anodized improved type frame with clear glazing.
BATH
Selected commercial natural anodized improved type frame with clear glazing.
2W12 2FF
BED 2
2W13 2FF
Selected commercial natural anodized improved type frame with clear glazing.
FG 2100
2W09 2FF
MASTER BED
2400
BED 2
ENS
Selected commercial natural anodized improved type frame with clear glazing. UNIT 1 GORUND FLOOR FFL 80.700
610
400
850
1W03 1GF
400
970
1510 650
2400
2400
300
300
DINING 2W08 2GF
MASTER BED 2W03 2GF
Selected commercial natural anodized improved type frame with clear glazing.
Selected commercial natural anodized improved type frame with clear glazing.
2W04 2GF
MASTER BED
2W02 2GF
Selected commercial natural anodized improved type frame with clear glazing.
MASTER BED Selected commercial natural anodized improved type frame with clear glazing.
UNIT 2 GROUND FLOOR FFL 80.200
LIVING 2W05 2GF
Selected commercial natural anodized improved type frame with clear glazing.
2D01 2GF
900 820 300
UNIT 2 FIRST FLOOR CL FFL 85.950
900
720
1530
4290
820
1075
1830
2400
800
1075 260
300
300
700
450
UNIT 1 GROUND FLOOR CL FFL 83.400
UNIT 2 FIRST FLOOR FFL 83.250
150
UNIT 1 GROUND FLOOR FFL 80.700
1D03 1GF
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
1D07 1GF
1D08 1GF
1D06 1GF
1D02 1GF
F
2440
F
2400
2400
2000
2250
2D07 2FF
Window Schedule Unit 1&2
Mark
Comments
Type
Mark
Position
Location
400 x 2400 400 x 2400 400 x 2400 400 x 2400 400 x 2400 400 x 2400 610 x 610 610 x 2100 610 x 2100 610 x 2100 610 x 2100 (1000 Obscure) 610 x 2400 610 x 2400 850 x 2400 970 x 2100 970 x 2100 970 x 2400 970 x 2400 1800 x 600 1800 x 600 1800 x 600 1800 x 600 1800 x 610 1800 x 610 1800 x 610 1800 x 900 1800 x 1400 (750 Obscure)
1W06 1W07 1W08 2W09 2W03 2W05 1W10 2W06 2W07 2W08 2W13 1W03 1W04 2W04 1W01 1W02 2W01 2W02 1W05 1W09 1W11 2W14 1W13 2W11 2W12 2W10 1W12
1FF 1FF 1FF 2FF 2GF 2GF 1FF 2GF 2GF 2GF 2FF 1GF 1GF 2GF 1GF 1GF 2GF 2GF 1FF 1FF 1FF 2FF 1FF 2FF 2FF 2FF 1FF
Hall Way Bed 2 Bed 2 Ens Living Living Ens Dining Dining Dining Bed 2 Living Living Living Study Study Study Study Bath Ens Master Bed Bed 2 Bath WC Bath Master Bed Master Bed
FG
FG
2410
2100 UNIT 2 GROUND FLOOR FFL 80.200
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Door Schedule Unit 1&2 Type
2400
2400
AW FG
STUDY
UNIT 2 GROUND FLOOR CL FFL 82.900
AW
AW
1W02 1GF
Selected commercial natural anodized improved type frame with clear glazing.
860 290
FG
300
300
600
UNIT 2 GROUND FLOOR CL FFL 82.900
LIVING
720 x 2400 90F mm 2 720 x 2400 90F mm 2 720 x 2400 90F mm 2 720 x 2400 90F mm 2 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 820 x 2400 90F mm 0820 x 2400mm 0820 x 2400mm 0820 x 2400mm 0820 x 2400mm 0820 x 2400mm + 600 Sidelight 0820 x 2400mm + 600 Sidelight 1500x2000 1500x2000 1500x2000 1500x2000 1500x2400 1500x2400 1500x2400 4810 x 2400 mm Roller Shutter Door 2800 Type 1 Type 1
1D12 1D03 2D12 2D13 2D03 2D06 1D08 1D14 1D13 1D09 1D05 2D11 1D11 1D16 2D15 2D07 2D09 2D10 1D01 2D01 1D15 2D05 1D07 2D08 1D10 2D04 1D06 2D14 1D04 1D02 2D02
1FF 1GF 2FF 2FF 2GF 2GF 1GF 1FF 1FF 1FF 1GF 2FF 1FF 1GF 2GF 2FF 2FF 2FF 1GF 2GF 1FF 2GF 1GF 2FF 1FF 2GF 1GF 2GF 1GF 1GF 2GF
LEGEND - FROSTED GLAZING
1800 400
390
1400
C
- CASEMENT - SLIDING
2050
1700
1700
900
1000
1800
3W08 3FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
HALL WAY
HALL WAY
HALL WAY
MASTER BED
3W09 3FF
Selected commercial natural anodized improved type frame with clear glazing.
3W10 3FF
Selected commercial natural anodized improved type frame with clear glazing.
Selected commercial natural anodized improved type frame with clear glazing.
3W12 3FF
Selected commercial natural anodized improved type frame with clear glazing.
ENS
BED 2
BED 2
BATH 3W11 3FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
3W13 3FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
3W14 3FF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
2.
3.
4.
400
850
610
UNIT 3 FIRST FLOOR CL FFL 85.750
UNIT 3 GROUND FLOOR CL FFL 82.700
AW
6.
1000 Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
3D01 3GF, 3D05 3GF, 3W11 3FF AND 3W14 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 3W01 3GF, 3W02 3GF, 3W03 3GF, 3W04 3GF, 3W05 3GF, 3D04 3GF, 3W06 3GF, 3W02 3FF, 3W07 3FF, 3W08 3FF, 3W09 3FF, 3W10 3FF, 3W12 3FF AND 3W13 3FF: AWNING, CASEMENT FIXED, SLIDING U Value = 3.5 U Value = 3.5 SHGC = 0.47 SHGC = 0.64 Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
UNIT 3 GROUND FLOOR CL FFL 82.700
KITCHEN 3W06 3GF
Selected commercial natural anodized improved type frame with clear glazing.
HALL WAY 3W02 3GF
Selected commercial natural anodized improved type frame with clear glazing and Fly screen to suit.
Selected commercial natural anodized improved type frame with clear glazing.
1200 860
1075
2300
1075
820
720
2400
2400
F
2700
F
2440
F
UNIT 3 GROUND FLOOR FFL 80.000 3D01 3GF
Window Schedule Unit 3 Type
Mark
Position
Location
850 x 2400 (1700 Obscure) 400 x 2400 2100 x 900 410 x 1800 1800 x 610 1800 x 1400 (750 Obscure) 2050 x 610 1800 x 610 850 x 2400 400 x 2400 850 x 2400 (1000 fixed panel) 850 x 2400 (1000 fixed panel) 850 x 2400 (1000 fixed panel) 1800 x 610
3W07 3W08 3W09 3W10 3W11 3W12 3W13 3W14 3W01 3W02 3W03 3W04 3W05 3W06
3FF 3FF 3FF 3FF 3FF 3FF 3FF 3FF 3GF 3GF 3GF 3GF 3GF 3GF
Master Bed Hall Way Hall Way Hall Way Bath Bed 2 Bed 2 Ens Study Hall Way Living Living Living Kitchen
FG 2400
FG
800
300
300
260
UNIT 3 GROUND FLOOR CL FFL 82.700
900
300
4290 340
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
900
FG
LIVING 3W05 3GF
FLOOR NAME GF-GROUND FLOOR FF-FIRST FLOOR
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
2400
610
AW
0
STUDY 3W01 3GF
WINDOW NUMBER
NOTES: 2400
2400
1400
1800
300
UNIT 3 GROUND FLOOR FFL 80.000
5.
650
AW
1190
300
AW
1W01 1GF
NOTES: 1.
450
UNIT 3 FIRST FLOOR FFL 83.050
3W07 3FF
- OBSCURED FROSTED GLASS - FIXED GLAZING - AWNING
UNIT NUMBER
OB AW
OB FG AW
610
OB
2090
2400
2400 1700
1800
2100
AW
AW
610
650
AW
1800
AW
390
AW
750
AW
700
450
300
300
AW
300
400
610
850 UNIT 3 FIRST FLOOR CL FFL 85.750
3D04 3GF
ENTRY
1655
600
UNIT 3 FIRST FLOOR CL FFL 85.750
3D05 3GF
3D06 3GF
3D07 3GF
2000
Door Schedule Unit 3
100
UNIT 3 FIRST FLOOR FFL 83.050 3D13 3FF
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
Type 3D02 4810 x 2400 mm 3D03 1810 x 2400 0720 x 2400mm 0720 x 2400mm 0720 x 2400mm 0720 x 2400mm 0720 x 2400mm 0720 x 2400mm 0820 x 2400mm 0820 x 2400mm 1500x2000 Type 1 Type 2
Mark
Comments
3D02
3GF
3D03
3GF
3D07 3D08 3D09 3D10 3D11 3D12 3D06 3D01 3D13 3D04 3D05
3GF 3FF 3FF 3FF 3FF 3FF 3GF 3GF 3FF 3GF 3GF
8 ALEXANDER AVE, OAKLEIGH EAST PROPOSED MULTI UNIT DEVELOPMENT GENERAL NOTES (NCC 2015)
STORMWATER DRAINAGE NOTE: REFER TO CIVIL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS FOR ALL PROPOSED STORM WATER DRAINAGE LAYOUTS & DESIGN. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH BCA 3.1.2 & AS/NZS 3500.3-STORMWATER DRAINAGE AND TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE (L.P.O.D.) TO THE RELEVANT AUTHORITIES APPROVAL.
1
ALL MATERIALS AND WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATIONS 2006, THE NATIONAL CONSUTRUCTION CODE OF AUSTRALIA 2015 AND ALL RELAVENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THERIN.
2
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING (HER) REPORT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION.
3
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL ENGINEER'S AND ALL OTHER CONSULTANTSâ&#x20AC;&#x2122; DRAWINGS/DETAILS AND WITH ANY OTHER INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT.
4
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIALS, WORK PRACTICES, VARIATIONS OR THE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
5 6
SITE PLAN MEASUREMENTS ARE IN METERS U.N.O. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
7
THE BUILDER AND SUBCONTRACTORS SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AS WELL AS ALL OTHER RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
8 9 10
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY AND GENERAL WATER TIGHTNESS OF ALL NEW STRUCTURES DURING ALL WORKS. INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS. ALL DOORS TO FULLY ENCLOSED SANITARY COMPARTMENTS TO BE FITTED WITH LIFT OF HINGES.
11
CEILING MOUNTED EXHAUST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE.
12
ALLOW TO PROVIDE HARD WIRED SMOKE DETECTORS IN ACCORDANCE WITH CURRENT AS 3786. & AS PER REG. 3.7.2.3 (B) OF THE BCA. NOTE: SMOKE DETECTORS ADJACENT BEDROOMS TO BE NO MORE THAN 1.5M FROM BEDROOM DOOR ENTRIES.
13
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENG.'S DRAWINGS AND SPECIFICATIONS. REFER TO STRUCTURAL ENG.'S DRAWINGS, TIMBER FRAMING SCHEDULE AND DETAILS FOR MINIMUM STUD WALL, LINTEL AND ROOF BEAM SIZES.
14
ALL MASONRY TO COMPLY WITH CURRENT AS 3700, PART 3.3 OF THE NCC AND AS PER STRUCTURAL ENGINEER'S DRAWINGS & SPECIFICATIONS. ALL WEEPHOLES TO BE LOCATED ABOVE ANY DPC OR FLASHING AND SHALL NOT EXCEED 1.2M CTRS AS PER AS3700
15
ALL PROPOSED WET AREAS ARE TO BE PROVIDED WITH IMPERVIOUS WALL AND FLOOR FINISHES TO A HEIGHT OF 1800 MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150 MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75 MM OF A WALL IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740. WATERPROOFING OF WET AREAS, BEEN BATHROOMS, SHOWERS, SHOWER ROOMS, LAUNDRIES, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH PART 3.8.1 OF NCC AND AS3740:'WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS'. ALLOW TO PROVIDE APPROVED WATERPROOF FLASHING TO INTERNAL WALL CORNERS OF SHOWERS UP TO A MINIMUM HEIGHT OF 1800MM ABOVE FINISHED FLOOR LEVEL AND WITH A MINIMUM WIDTH OF 40MM EITHER SIDE OF THE JUNCTION.
16
GLAZING INCLUDING SAFETY GLAZING SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3 UNLESS NOMINATED OTHERWISE BY ENGINEER.
17
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS.
18
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE: - RISERS (R) 190MM MAXIMUM AND 115MM MINIMUM; - GOING (G) 355MM MAXIMUM AND 240MM MINIMUM; - 2R + 1G = 700MM MAXIMUM AND 550MM MINIMUM, AND - WITH LESS THAN 125MM GAP BETWEEN OPEN TREADS.
19
ALL TREADS, LANDINGS AND THE LIKE TO HAVE NON SLIP FINISH OR APPROVED /SUITABLE NON-SKID STRIP NEAR EDGE OF NOSING.
20
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE BALUSTRADES) TO BE: - 1000MM MIN. ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE; - 865MM MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP; - VERTICAL WITH LESS THAN 125MM GAP BETWEEN, AND - ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150MM AND 760MM ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS 4000MM ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
IF THE INSTALLATION HAS A NEGATIVE FALL AND ALL OTHER OPTIONS HAVE BEEN EXPLORED, BEFORE ATTEMPTING TO INSTALL THE PROPOSED SYSTEM THE CONTRACTOR SHALL INFORM THE CLIENT OF ANY POSSIBLE PROBLEMS ASSOCIATED WITH THE SITE AND THE CONTRACTOR SHALL SEEK ADVISE FROM THE PLUMBING INDUSTRY COMMISSION BEFORE COMMENCING ANY WORKS.
PROPOSED DWELLINGS - ACHIEVES 6.0 STARS SUMMARY REPORT: - CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING OF THE ROOF EXCLUDING THE GARAGE. - FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOOR THROUGHOUT. - WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS) - WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS) - WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND PARTY WALLS. - WINDOWS (UNIT 1): W04 1GF, W05 1GF, W02 1FF, W03 1FF, W06 1FF, W07 1FF AND W08 1FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. W01 1GF, W02 1GF, W03 1GF, D01 1GF, D02 1GF, D03 1GF, W01 1FF, W04 1FF,W05 1FF AND W09 1FF ARE TO BE ALUMINIUM FRAMED DOUBLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 3.2 AND A SHGC OF 0.46 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 3.2 AND SHGC OF 0.49 FOR FIXED AND SLIDING. - WINDOWS (UNIT 2): D01 2GF, D07 2GF, W01 2GF , W05 2GF, W06 2GF, W01 2FF, W02 2FF, W05 2FF AND W06 2FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. W02 2GF , W03 2GF , W04 2GF , W03 2FF , W04 2FF AND W07 2FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED LOW-E GLASS WITH A MINIMUM U-VALUE OF 4.3AND SHGC OF 0.47 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 4.3 AND SHGC OF 0.53 FOR FIXED AND SLIDING. - WINDOWS (UNIT 3): D01 3GF, D07 3GF, W05 3FF AND W06 3FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED CLEAR GLASS WITH A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.57 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 6.7 AND SHGC OF 0.70 FOR FIXED AND SLIDING. W01 3GF, W02 3GF, W03 3GF, W04 3GF, W01 3FF, W02 3FF, W03 3FF AND W04 1FF ARE TO BE ALUMINIUM FRAMED SINGLE GLAZED LOW-E GLASS WITH A MINIMUM U-VALUE OF 4.3AND SHGC OF 0.47 FOR AWNING AND CASEMENT AND A MINIMUM U-VALUE OF 4.3 AND SHGC OF 0.53 FOR FIXED AND SLIDING. - AIR LEAKAGE (UNIT 1, 2&3) : 3.12.3.1-ALL CHIMNEYS AND FLUES TO BE FITTED WITH SELF CLOSING DAMPERS. 3.12.3.2-ALL ROOF LIGHTS MUST BE SEALED OR CAPABLE TO BE SEALED. 3.12.3.3- ALL EXTERNAL WINDOWS AND DOORS ARE TO BE FITTED WITH WEATHER-STRIPS. 3.12.3.4-SELF-CLOSING DAMPER TO ALL THE EXHAUST FANS. 3.12.3.5-SEAL ANY AVENUES OF AIR LEAKAGE THROUGH THE BUILDING ENVELOPE BY CAULKING,SKIRTING,ARCHITRAVES,CORNICES OR THE LIKE. - LIGHTING UNIT 1, 2&3) : - DOWNLIGHTS HAVE BEEN INCLUDED IN THIS ASSESSMENT: NO - ALL RECESSED DOWNLIGHTS ARE TO HAVE INSULATION LAID OVER AN APPROVED FIREPROOF DOWNLIGHT COVER. IF THIS MEASURE IS NOT CARRIED OUT, A RE-RATING WILL BE REQUIRED. THIS MAY CHANGE THE RESULTS OF THIS ASSESSMENT - ALL LIGHTING IN THE DWELLING WILL BE DESIGNED AT 5W/M2 OR BETTER. - ALL LIGHTING ON THE VERANDAH, BALCONY WILL BE DESIGNED AT 4W/M2 OR BETTER. - ALL LIGHTING IN THE GARAGE WILL BE DESIGNED AT 3W/M2 OR BETTER. - ARTIFICIAL LIGHTING AROUND THE PERIMETER OF THE BUILDING MUST BE CONTROLLED BY A DAYLIGHT SENSOR
RAIN WATER TANK (RWT) PROVISIONS NOTE: REFER TO CIVIL ENGINEERS DESIGN DRAWINGS /DETAILS AND SPECIFICATIONS FOR ALL RAIN WATER TANK CAPACITIES & STORM WATER CONNECTIONS.
22
BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN EASEMENTS AND ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS.
ALLOW TO PROVIDE ADEQUATE BEDDING SUPPORT FOR PLUMBED RAINWATER TANK AS PER MANUFACTURER'S RECOMMENDATION & SPEC'S.
23
U.N.O TYPICALLY ALLOW FOR ALL INTERNAL DOORS TO BE SELECTED REDICOTE FLUSH PANEL HOLLOW CORE TYPE 2440MM H X (W) AS NOMINATED ON FLOOR PLANS, WITH SELECTED PAINTED FINISH AS PER CLIENTS SPEC.
24
ALLOW TO PROVIDE CAVITY FLASHING AND WEEP HOLES IN PROPOSED MASONRY BRICKWORK AT EVERY 4TH BRICK PERP THROUGHOUT AND DIRECTLY BELOW ALL UPPER & LOWER FLOOR WINDOW AND DOOR OPENINGS.
2 3
BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS, FOR AN ASSUMED DESIGN GUST WIND / WIND CLASSIFICATION AS SPECIFIED BY STRUCTURAL ENGINEER, (SUBJECT TO CONFIRMATION ON SITE BY THE RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION). REFER TO AS1684 AND STRUCTURAL ENG.'S DRAWINGS & SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS.
REFER TO ENERGY RATERS FIRST RATE 5 REPORT FOR ALL ENERGY RATING REQUIREMENTS THROUGHOUT.
HAND RAILS TO BE 865MM MINIMUM ABOVE STAIR NOSING AND LANDINGS.
TYPICALLY 10MM PLASTERBOARD WALL LININGS THROUGHOUT ALL PROPOSED NON-WET AREAS (EXCLUDING ANY PRE-FINISHED BASEMENT CONCRETE REINFORCED WALL SYSTEMS).
DESIGN GUST WIND SPEED / WIND CLASSIFICATION
INSULATION REQUIREMENTS AS PER ENERGY RATERS REPORT
21
1
SITE CLASSIFICATION AS: CLASS M SOIL REPORT FILE REF. NO: AT310815 BAYSIDE & SUBURBS GEOTECHNICAL SERVICES PTY. LTD - PH. 03 9570 6719
REFER TO COUNCILS POINT OF DISCHARGE REPORT FOR LOCATION OF STORM WATER LEGAL POINT OF DISCHARGE (L.P.O.D). CONTRACTOR TO VERIFY ON SITE PRIOR TO ANY...
ALL RAINWATER TANK INSTALLATIONS MUST BE IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES. WHEN CONNECTED TO INTERNAL FIXTURES/APPLIANCES THEY MUST ALSO BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION & THE MANUFACTURER'S RECOMMENDATIONS, WHERE THEY ARE NOT IN CONFLICT WITH AS/NZS 3500.1.
WALL LININGS AS FOLLOWS:
SITE CLASSIFCATION
THE RAINWATER TANK OVERFLOW POINT OF DISCHARGE SHALL BE CONNECTED INTO THE PROPOSED STORM WATER SYSTEM AND MEET THE REQUIREMENTS AS/NZS 3500.3 & AND ALL OTHER RELEVANT AUTHORITIES REQUIREMENTS. ALLOW TO PROVIDE A MIN. OF 100MM VERTICAL DISTANCE BETWEEN THE RAINWATER HEAD AND THE TANK INLET. THE RAINWATER HEAD IS TO BE LEAF SCREENED & VERMIN & INSECT PROOFED (INCLUDING MOSQUITO SCREENING). THE STORM WATER SYSTEM IS REQUIRED TO BE DESIGNED WITH THE PROVISION TO DRAIN STAGNATE WATER DURING DRY WEATHER PERIODS (E.G. CAPPED RELIEF ACCESS POINT AT THE LOWEST LEVEL OF STORM WATER DRAINAGE SYSTEM). ALLOW TO CONNECT RAINWATER TANK TO SUPPLY RAINWATER TO THE FOLLOWING: ALL SANITARY FLUSHING SYSTEMS AND LAUNDRY COLD WATER OUTLET. ALLOW TO PROVIDE ALL APPROPRIATE PUMPING FACILITIES AS PER CAPACITY REQUIREMENTS AND IN ACCORDANCE WITH LOCAL BUILDING, PLUMBING AUTHORITIES AND HEALTH DEPARTMENT REGULATIONS & GUIDELINES.
TYPICALLY 6MM VILLABOARD WALL LININGS THROUGHOUT ALL PROPOSED WET AREAS, (INCLUDING BATHROOMS, ENSUITES, LAUNDRY'S AND THE LIKE). ALLOW FOR 'PERFECT ANGLE' SQUARE SET PLASTER STOPPING JOINTS THROUGHOUT.
TERMITE PROTECTION DRAWING REGISTER
WHERE THE BUILDING (EXCLUDING A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA THE AREA TO THE UNDERSIDE OF THE BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK IN ACCORDANCE WITH BCA 2008 PART 3.1.3 THERMITE RISK MANAGEMENT. THE BUILDER/OWNER SHALL: 1
NEGOTIATE AN OPTION FOR TERMITE CONTROL WITHIN THE CODE (BCA). THE BUILDER SHALL MAKE AVAILABLE TO THE OWNER INFORMATION WRITTEN FOR THE CUSTOMER RELATING TO...
2 3
RECORD IN WRITING THE SELECTED OPTION AND THE BUILDER /OWNER ARE TO RETAIN A COPY SIGNED BY ALL PARTIES. A COPY OF THE OPTION SELECTED IS TO BE PROVIDED TO LOCAL AUTHORITY WITH THE BUILDING APPLICATION.
4
THE HOME OWNER AND SUBSEQUENT OWNERS SHALL BE AWARE TO BE INSPECTED BY A TRAINED PERSON IN ACCORDANCE WITH THE CODE SHOULD THE CURRENT OWNER WISH TO SELL THE RESIDENCE, IT SHALL BE THEIR RESPONSIBILITY TO PROVIDE THE NEW OWNER WITH A COPY OF THE SIGNED TERMITE PROTECTION OPTION ADOPTED.
DRAWING WD001 WD002 WD003 WD004 WD005 WD006 WD007 WD008 WD009
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
TITLE SITE PLAN GROUND FLOOR FIRST FLOOR & ROOF PLAN ELEVATION ELEVATION SECTION SECTION DOORS & WINDOW SCHEDULE UNIT 1 & 2 DOOR & WINDOW SCHEDULE UNIT 3
REV
DATE
1 1 1 1 1 1 1 1
20/11/2015 20/11/2015 20/11/2015 20/11/2015 20/11/2015 20/11/2015 20/11/2015 20/11/2015
1
20/11/2015
NOTES: · BUILDER TO VERIFY ON SITE AND WITH ALL RELEVANT AUTHORITIES ALL EXISTING SERVICES CONTAINED WITHIN 1.83m EASEMENT AND ALL ADJOINING PROPERTIES WITHIN CLOSE PROXIMITY OF THE PROPOSED DWELLINGS PRIOR TO COMMENCING ANY WORKS. · PRIOR TO COMMENCING STORM WATER DRAINAGE WORK THE CONTRACTOR SHALL VERIFY THE STORM WATER LEGAL POINT OF DISCHARGE & ASCERTAIN THAT STORM WATER DRAINAGE CAN BE INSTALLED AS PER CIVIL ENGINEERS DRAWINGS & DETAILS. REFER TO APPROVED CIVIL ENGINEERS DRAWINGS / DETAILS & SPEC. FOR ALL EXTERNAL STORM WATER DRAINAGE DESIGN. ·
REFER TO LANDSCAPE DESIGNER'S APPROVED DRAWING FOR RE-VEGETATION DESIGN IN ACCORDANCE WITH CONDITIONS TO PLANNING PERMIT & LOCAL AUTHORITIES PLANTING SCHEME/POLICY
AREA SCHEDULE NAME
UNIT
D
HW
PRIVATE OPEN SPACE
HW
2/59 PATRICK STREET
3800
W
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
5500
SETBACK
3000 TITLE BOUNDARY 187°20'25" 20.12m
92 .25
92 .11
3150
6475
13845
9625
3145
UNIT 2
UNIT 3
SETBACK
PRIVATE OPEN SPACE
FIRST FLOOR GARAGE GROUND FLOOR PORCH
UNIT 3 UNIT 3 UNIT 3 UNIT 3
FIRST FLOOR GARAGE GROUND FLOOR PORCH
W
- NON HABITABLE WINDOW
FR.W - FROSTED WINDOW RWT - 2000L RAIN WATER TANK
61 PATRICK STREET BRICK GARAGE
92 .39
GAS - GAS METER WM - WATER METER MAIL - MAIL BOX
W
BINS - ALLOCATED BIN AREA CLOTHES LINE - ALLOCATED CLOTHES LINE AREA GB - GARDEN BED
UNIT 3
EXISTING 1.8m HIGH PALING FENCE AND 0.6m LATTICE 15115
S
92 .05 92 .02
515
EXISTING 1.8m HIGH PALING FENCE
UNIT 2 UNIT 2 UNIT 2 UNIT 2
2000
92 .46
CLOTHES 225Ø STORMWATER PIPE 1.03m OFFSET 0.61m DEPTH
S
150Ø SEWER VC PIPE 2.29m OFFSET 2.36m DEPTH
5000
92 .09 1965
EXISTING 1.6m HIGH PALING FENCE WITH NEW 0.8m HIGH TRELLIS EXTENSION
4180
D 1 : 100
STORAGE SHED 6m3
FIRST FLOOR GARAGE GROUND FLOOR PORCH
H.W - HABITABLE WINDOW
PRIVATE OPEN SPACE
7870 5245
91 .90
91 .89 EXISTING TREE RETAINED
3650
HW
FFL 92.00
UNIT 1 UNIT 1 UNIT 1 UNIT 1
314.96 m² 314.96 m² 59.80 m² 40.02 m² 89.35 m² 4.52 m² 193.69 m² 62.86 m² 37.75 m² 77.10 m² 3.18 m² 180.88 m² 69.16 m² 38.76 m² 93.54 m² 3.24 m² 204.69 m²
LEGEND
POOL
UNIT 3 GARAGE
HW
HW
2225
TITLE BOUNDARY 277°22'25" 45.72m
SHARED ELECTRICAL METER BOX 5865
A200
1650
1430
91 .85 91 .81
4m RADIUS
10 ALEXANDER AVENUE
SITE PLAN
RWT 92 .25
92 .05
92 .02 4160
91 .97
91 .93
655
1250
13195 UNIT 1
FFL 92.05
91 .74
MB
FRONT SETBACK
GL 92.25 FFL 92.15
S
600
PORCH
W
7600
4555
PROPOSED 3.0m WIDE CONCRETE DRIVEWAY
EXISTING TREE RETAINED
91 .94
91 .81 1540
91 .74
91 .63 91 .65
4185
4535
FFL 92.00
91 .60
91 .45
92 .14
92 .00 GL 92.00 FFL 92.15
UNIT 3
2185
91 .77
UNIT 2
UNIT 1 GARAGE
FFL 92.00
92 .19
FIRST FLOOR ALIGNMENT
91 .79 2150 91 .72
FFL 92.05
91 .64
91 .30 91 .33
SIDE SETBACK
3580 1420
91 .90
FFL 92.15
3
UNIT 3 85m2 PRIVATE OPEN SPACE
UNIT 2 GARAGE
A200
SETBACK
3835
RWT
FIRST FLOOR ALIGNMENT
.8 91
91 .19
3000
92 .23
5000
91 .91 1.8m HIGH PALING FENCE
91 .87 1450
470 470
91 .38 470 1625 350 1625
91 .55 91 .38
91 .34
91 .95
470 350 2660 2600
350
TITLE BOUNDARY 7°20'25" 20.12m
4515 UNIT 1 1515
S
UNIT 1
1680
.6 91
4535
UNIT 2 75.0m2 PRIVATE OPEN SPACE
UNIT 1 35.03 m² PRIVATE OPEN SPACE
.4 91
4555
RWT
4m RADIUS
WM
PROVIDE CORNER SPLAY OF AREA AT LEAST 50% CLEAR OF VISUAL OBSTRUCTIONS OR WITH A HEIGHT OF LESS THAN 1.2m WHICH MAY INCLUDE ADJACENT LANDSCAPING AREAS WITH A HEIGHT OF LESS THAN 0.9m EXTENDING AT LEAST 2.0m LONG X 2.5m DEEP (WITHIN THE PROPERTY) TO PROVIDE A CLEAR VIEW OF PEDESTRIANS ON THE FOOTPATH OF THE FRONTAGE ROAD
PORCH
UNIT 3
.2 92
PERMEABLE PAVING
5790
.0 92
10565
.8 91
EXISTING VEHICLE CROSSING TO BE FULLY RECONSTRUCTED TO A WIDTH OF 3.0M CONCRETE CROSSOVER TO THE SATISFACTIONAL OF LOCAL AUTHORITIES REQUIREMENTS
EXISTING 1.7m HIGH TIN SHEET FENCE NEW 0.6m TRELLIS EXTENSION TITLE BOUNDARY 97°22'25" 45.72m
8050
2600
91 .70 91 .70
5000 1.2m HIGH CAPPED TIMBER PICKET FENCE. LANDSCAPING BEHIND TO LANDSCAPE DRAWINGS.
5995
.4 92
SIDE SETBACK
91 .66
91 .61
EXISTING 0.8m HIGH BRICK FENCE
GM
UNIT 2
7740
3.05m EASEMENT
4125
92 .57
UNIT 1
6900
FIRST FLOOR ALIGNMENT
600
3145
92 .22
FRONT SETBACK
9625
S
13735
11025
92 .18
91 .51
8200
HW
4-6 ALEXANDER AVENUE
RIDGE 96.91
HW
HW
HW
D+W
HW
91 .74
91 .69
91 .71
HW
SITE
AREA
NAME SITE UNIT 2 UNIT 1 UNIT 3
NAME PERVIOUS IMPERVIOUS No
SITE COVERAGE AREA RATIO 545 m² 115 m² 129 m² 131 m² 920 m²
59.21% 12.55% 13.99% 14.25%
HARD SURFACE AREAS AREA PERMEABLE 370 m² 370 m² 550 m² 550 m² 920 m²
No
RATIO 40.19% 40.19% 59.81% 59.81% 100.00%
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
1
2
WD007
WD007
13305
240
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
23360
UNIT 1
7500
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
4125
7410
90
EF
7740
3645
90
11785
8030
90
3835
11315
3745
SA
240
MASTER BED 1310
3010
235 1510
SD 240
1435
720 840255 610480 910 540
2265
W
4230
90
LIVING
CS
1800
90 1200 90
1995
L'DRY
C'PD
ENS
W
90 1650
1510
W
2050
W
9088590 1400 90 WC
1125
L'DRY
1225
SD
2415
2870
KITCHEN
DINING
9020
1800
610
2400 SD
RD 90
675
900 90 1400 90
6005
WC
2830
L'DRY
90
3745
KITCHEN
WINDOW/DOOR NUMBER
1 A001
ELEVATION NUMBER
90
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
DINING
DP
WT-04
PORCH FFL 92.05
W02 2GF
TIL-02
5905
1
3815
4
FT-01
UNIT 3 GARAGE
AJ
5
PORCH 240
3920
LIVING
KITCHEN 4100 1830
4100
90 90 1310 90 PANTRY 1250 445 1250
3360
90 5865 5150 RD 6015
2285 WC
90 90 1885 240
WIR
90 3560
5775 90
MASTER BED 565 885 1810 1205 W 3650
90 4215
90
LIVING 1450 665 850 D
1180 620
W 3880
515
5915
90
5650
MASTER BED 240 1260 1650 110
4670 RD 5650
3650
510 710
1810 W
1350
90
1310
5405 LIVING 6255 900
90
6475
13845
9625
UNIT 1
UNIT 2
UNIT 3
TAG AJ COL
FB
FT-01 FT-02 FT-04 TB TIL-01 TIL-02 WT-02
WT-04
WT-05
CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
3000 W 90
1180
8845 17115
W 90
FINISHES LEGEND
D
13195
SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE
SP OF
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION. NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TIMBER FRAMING SCHEDULE
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
MULTIPLE STUDS @ SIDES OF OPENINGS:
DP
NOTES:
2410
110
CP
1 : 100
UNIT 3 DIMENSIONS
UNIT 3 GARAGE 4595
1650
INSPECTION OPENING
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
110
UNIT 2 DIMENSIONS
CON
GROUND FLOOR PLAN
1740 2030
WT-02
4720
ACCESS PANEL
TYPICAL WALLS: DP
90
HEATED TOWEL RAIL
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
BRICK PIER
DP
2080
2410
STAIR
CON
DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL
ROOF LEGEND
RH
WD004
DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
FFL 92.00
WD005
350
W
1200 800
WC ENS 3985 WIR 1000 90 90
3600
MASTER BED 3600 90
90 1600 240 1795 90 1500 90
UNIT 2 GARAGE
KITCHEN 6260 110
WC/LDRY ENS 90 3985 WIR 1180
90 1600 90
90
3580 5150 110
COL
D08 3GF
350 1300AJ
425 1450 350 WD004
DP
T.O. STUD GB S.S
D
W01 2GF
FR
WT-05
DENOTES FINISHED STRUCTURE LEVEL
ELECTRICAL METER BOX
M.B
5830
WT-04 DP
TIL-02
SHEET NUMBER
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
DP
1800
DP
W03 1GF
AJ
O.F COL
3550
WT-04
COL
AJ
D01 3GF
PORCH FFL 92.05
8020
COL
D01 2GF
TB
PORCH
COL
W02 3GF
LIVING
350 1615 240
D11 1GF
TB
W01 3GF
M/BEDROOM 4010
W02 1GF
5150 x 2400 OVERHEAD ROLLING GARAGE DOOR
CP
W03 2GF
TB
MASTER BED CP
PANTRY
KITCHEN/DINING
LIVING
FT-02
90 565
WT-05
D02 2GF
FFL 92.15
FLOOR LEVEL
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
F.W
5395
D10 1GF
AJ
3575
UP
AJ
COL
UNIT 3
MASTER BED
FFL 92.15
SA
SA
D02 3GF
90
COL
1
COL
WT-05
WT-04
2
UNIT 2
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
D03 2GF
4670 x 2400 OVERHEAD ROLLING GARAGE DOOR
D03 3GF
6050
FFL 92.00
3
COL
16
UP
WT-05
350 1230 90
4
DO1 1GF
FFL 92.05
COL
WIR
BRICK PIER
CON
5
PANTRY WT-05 FR
TB FT-02
UP
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
COL
W03 3GF
DINING
COL
WIR
WT-04
WT-04
6
FFL 92.15
TIL-02
UNIT 1 GARAGE
16
BRICK PIER
WT-05
7
D04 2GF
350 1080 655
PORCH
WT-05
8
UNIT 1
17
FFL 92.00
WT-05
12
9
FR
WT-05
CON
TB
13
10
PANTRY
D04 3GF
17
3150
RWT UNIT 2 GARAGE
DINING
WT-04 COL
COL
ENS. EF SHR
14
450
MASTER BED
TB
900x900
15
1330
D06 KITCHEN 2GF
D07 3GF
TB
1795
COL
D05 2GF EF
KITCHEN
SHR
90 1500 90
EF
EF
L'DRY
D08 2GF
COL
900x900
W04 3GF
WT-02
STORAGE
WT-04
W.C.
D07 SA 1GF
D08 1GF
WM
COL
ENS EF
D06 3GF
FT-04
1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
16
COL
WT-05
L'DRY
D05 3GF EF
WT-05
WT-05
COL
COL
DP
COL
WM
4800 x 2400 OVERHEAD ROLLING GARAGE DOOR
WT-04
17
D06 1GF
WT-05
WT-04
TB
D09 1GF
CP'D
W.C.
WC EF
1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
UNIT 3 85m2 PRIVATE OPEN SPACE
STORAGE SHED 6m3
WT-04
DP
WT-04
AJ
COL
LIVING
D07 2GF
W04 2GF
RWT
WT-04
W05 2GF
WT-02
WT-04
450
90 ENS
AJ
W06 2GF
11
1590 90
1795
350
DN
3575
MASTER BED
AJ
CP
EF WM L'DRY
W01 1GF
90
PORCH
350 1450 350
D05 1GF
WT-05
AJ
COL
UNIT 1 GARAGE
UNIT 2 76.80m2 PRIVATE OPEN SPACE
WT-05
W05 1GF
W06 1GF
D04 1GF
TIL-01
WIR
350 1615
WIR
MASTER BED
D02 1GF
EF
ENS.
WT-04
240
2035
3500 6510 KITCHEN/DINING 230
UNIT 1 35m2 PRIVATE OPEN SPACE
450
LIVING 90 900 90
240
900x900
W04 1GF
240
4055
90
1815
90
4035
W DOOR W
WT-04
SHR
90
W W
840 610 1060 1810 1240 680 1810 1450 1810 1215
4525
1365
1525
1 WD006
UNIT 1 PRIVATE OPEN SPACE
1375
4515
15565
5000
3
RWT
SMOKE ALARM - REFER TO GENERAL NOTES
W01 GF
WD005
DP
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
DESCRIPTION ARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION AND ACCORDING TO AS2870. LOAD BEARING STEEL COLUMNS/LOAD BEARING STUDS AS PER STRUCTURAL ENGINNERS DETAILS & SPECIFICATIONS. REFER TO STRUC. ENG.'S DRAWINGS & COMPUTATIONS. CONCRETE FINISH.FINISH AND COLOUR TO CLIENT/DESIGNER APPROVAL. CARPET FINISH.TYPE AND COLOUR TO CLIENT/DESIGNER APPROVAL. DOWN PIPE. SELECTED COLOURBOND TYPE. COLOUR TO CLIENT/DESIGNER APPROVAL. ENGINEER DESIGNED FLOOR BEAMS & LINTELS AS PER STRUCTURAL ENGINEERS' DETAILS & SPECIFICATIONS. REFER TO STRUC. ENG.'S DRAWINGS & COMPUTATIONS. FLOOR TYPE 1. CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 2. TIMBER FLOORING ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 4. TIMBER DECKING ON TIMBER POST. TIMBER FLOOR BOARD. SELECTED TIMBER TO CLIENT/DESIGNERS APPROVAL. TILE FLOORING TYPE 1.SELECTED TILE TO CLIENT/DESIGNERS APPROVAL. TILE FLOORING TYPE 2.SELECTED TILE TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 2. 110mm SINGLE BRICK WALL. 110mm BRICK AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 5. 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS.
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SCHEDULE OF FINISHES GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
1
2
WD007
WD007
8655 5050 1765
2690
BATH
16590090
3280
WC
BATH
W 3390
90 90
RUMBUS
WD005
90
RUMPUS
90
EF
3
SA
SKYLIGHT
W02 2FF
D02 3FF
ROBE
SP
D01 3FF
BED 3
WT-06
WT-06
22.5°
22.5°
CP
W02 3FF
FIRST FLOOR PLAN
3810
W
1 : 100
1430
1810
3800
795
90
3800
950
4845 W
970 590 1245
BED 3 1210
W 11470
8805
90 1085
RUMBUS
90 3765
7525
5
DP
WD004
SP OF
90
BED 2 1810
W
W
UNIT 1
3975
90
BED 3 4155
920
JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE
WD005
- DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
TIMBER FRAMING SCHEDULE ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
2 EG
- DENOTES ' COLORBOND' SPREADER DOWN PIPES.
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
UNIT 3
1
- DENOTES 'COLORBOND' DOWN PIPES.
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
3 WD007
STORMWATER PIT REFER TO GENERAL NOTES
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
8045
UNIT 2 32805
SURFACE INLET
ROOF LEGEND
3815
820
INSPECTION OPENING
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
GROUND FLOOR OUTLINE
BED 2 1810
3185
ACCESS PANEL
T.O. STUD GB S.S
22.5°
90 500 90
HEATED TOWEL RAIL
ELECTRICAL METER BOX
RH
3550
DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL
M.B
EG
22.5°
EG
610
90
DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
WD005 3665
DENOTES FINISHED STRUCTURE LEVEL
O.F COL
F.W
EG
SHEET NUMBER
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
EG
4
BED 2 4010
FLOOR LEVEL
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
BED 3
D04 3FF
EG
90 1000 90
ELEVATION NUMBER
90
CP
W01 3FF
W01 2FF
1
2250 DP
W03 3FF
EG
EG
EG
3630
1 A001
BATH
90
BED 2
CP
EG
90
SMOKE ALARM - REFER TO GENERAL NOTES
W01 GF
90 2000
22.5°
FFL 95.25
90
SA
W 4190
D03 3FF RT-03
BED 3
WT-06FR
CP
1810
D01 2FF
BED 2
RUMPUS
BED 2
D02 2FF
DN
3525
LINEN
D07 3FF
D06 3FF
165
D04 2FF
DP
3200
CP
SP
LINEN
165
BED 3
SA
SHR
EG
WT-06
22.5°
SP DP
D03 2FF
900x1510
TIL-01
D05 3FF
22.5°
W04 3FF
2610
D06 2FF
BATH EF
WT-06
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. WINDOW/DOOR NUMBER
EG
22.5°
EG
EF
D05 2FF
CP
GROUND FLOOR OUTLINE EG
22.5°
W05 3FF
W.C.
DP
DN
GROUND FLOOR OUTLINE
WD004
W 3340
90
RT
WT-06
BATH
W03 2FF
RUMPUS FFL 95.25
22.5°
22.5°
W05 1FF
GROUND FLOOR OUTLINE
90
D07 2FF
300mm WIDE BOX GUTTER
BED 2 W03 1FF
W04 2FF
SP DP
W04 1FF
WC
595
EG
WT-06FR
CP
300mm WIDE BOX GUTTER
WT-06
22.5°
BED 3
CP
1810
90
3295
W06 3FF
WT-06
LINEN
D08 2FF
WT-06
EG
1025
4285
90090
WT-06FR
ROBE
D02 1FF
EF 900x1510 SHR BATH
EF
FFL 95.25
W02 1FF
W.C.
D04 1FF
D01 1FF
22.5°
EG
BED 2
3500
W06 1FF
EF
TIL-01
FFL 95.25
ROBE
22.5°
90 2605
W
SP
CP
2735
ROBE
EG
WT-06
BATH
D03 1FF
RUMPUS
2350
BED 3
3745
1655 1810
SA
ROBE
300mm WIDE BOX GUTTER
W05 2FF
SHR D05 1FF
BED 3
WT-06
W06 2FF
WT-06
22.5°
EG
90 BATH
DN
W01 1FF
90
2090
22.5°
1075
BED 2
BATH
90 W 90
2100
2251000 1810 1150
WC RUMBUS
90 91090 3095 90
4355
WD006
D06 1FF
EG
90
8720
1
EF
90
3430
GROUND FLOOR OUTLINE
900x900
TIL-01
W 3300
90
300 610 610 W W
610
EG
W07 1FF
W.C.
1810
RUMPUS 2800 90 50090
GROUND FLOOR OUTLINE SP DP
2025
22.5°
W08 1FF
EG
90
1810
22.5°
W09 1FF
W
615
4465
EG
WC
EG
RUMBUS
90
2705 295 610305610 W W 165 4270
1210 220
ROBE
W 2090
90
6870
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
EG
W 3030
4525
ROBE
1210 795 645 1210
90
240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
EG
3120 1115
90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS.
11395
GROUND FLOOR OUTLINE
485
DRAWING LEGEND
WD007
TYPICAL WALLS: - 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
EG
EG
EG
PARAPET COLORBOND METAL FLASHING
EG
22.5°
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10). LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:
22.5°
REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
22.5°
22.5°
EG
EG
22.5°
22.5° EG
MULTIPLE STUDS @ SIDES OF OPENINGS:
EG
EG
22.5°
22.5°
22.5°
EG
22.5°
DP
EG
EG
22.5°
EG
FINISHES LEGEND
22.5°
22.5°
22.5°
EG
RT-03 SP
BG
ROOF PLAN
TIL-01
EG
22.5°
22.5°
22.5°
EG RT
22.5°
22.5° BG
EG
WT-06
EG
WT-06FR
1 : 100
EG
WD004
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
EG
DP EG
22.5°
22.5°
22.5° 22.5°
22.5°
22.5°
1 WD006
22.5°
TAG BG CP
1
4 WD005 EG
DESCRIPTION BOX GUTTER CARPET FINISH.TYPE AND COLOUR TO CLIENT/DESIGNER APPROVAL. DOWN PIPE. SELECTED COLOURBOND TYPE. COLOUR TO CLIENT/DESIGNER APPROVAL. EAVES GUTTER. COLOBOND STEEL. COLOUR TBC. DENOTES SELECTED COLOURED ROOF TILE @ 22.5°. COLOUR TO SELECTED BY CLIENT/DESIGNER. ROOFING TYPE 3. ' COLORBOND' SPREADER DOWN PIPES.COLOUR TO CLIENT/DESIGNERS APPROVAL. TILE FLOORING TYPE 1.SELECTED TILE TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 6. FIRERATED. 165mm ACRYLIC RENDERED APPROVED FIRERATED POLYSTYRENE WALL TO ARCHIVE FRL60/60/60. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO CLIENT/DESIGNERS APPROVAL.
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SCHEDULE OF FINISHES GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS.
UNIT 1 W01 1FF
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
W03 1FF
FCL 97.945
RF
RF
BF
GROUND FLOOR
FFL 92.150
DP
W04 1GF
W05 1GF
DO1 1GF
W01 1GF
2700
UNIT 3 OUTLINE
GARAGE FLOOR FFL 92.000
W02 1GF
FIRST FLOOR FFL
FFL 95.245
BF
PB
UNIT 1 GARAGE
1 A001
ELEVATION NUMBER
MASTER BED
W.I.R.
GROUND FLOOR FFL 92.150
DP
W03 1GF
PROPOSED FGL
D10 1GF
D04 1GF
D07 1GF
UNIT 1 EAST ELEVATION
1 : 100
FLOOR LEVEL
SHEET NUMBER
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
PB
WC
SMOKE ALARM - REFER TO GENERAL NOTES
W01 GF
FCL 94.835
PB
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH. WINDOW/DOOR NUMBER
GROUND FLOOR CL
EXISTING NGL
UNIT 1 WEST ELEVATION
RT
EG
1400
FCL 94.850
RT
RT
BOUNDARY
EG
BOUNDARY
2700
GROUND FLOOR CL
RF
395
RT
5795
FFL 95.245
RT
1700
FIRST FLOOR FFL
RF
BOUNDARY
SA
DP
EG
EG
2400
RF
FIRST FLOOR CL
FCL 97.945
EG
1700
W02 1FF
2700
RF
BF
EF
RT
RT
BOUNDARY
2700
EG
BF
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
FIRST FLOOR CL
RT
RF
W06 1FF
230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT.
DENOTES FINISHED STRUCTURE LEVEL DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
1 : 100
OVER FLOW
O.F COL
LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. ELECTRICAL METER BOX
M.B TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS RT
RT
FIRST FLOOR CL
RT
FFL 97.945
FIRST FLOOR CL
RT
FFL 97.945
395
GROUND FLOOR CL
WC
UNIT 1 GARAGE
RF
DP
DP
PB
2700
BOUNDARY
MASTER BED
BOUNDARY
FFL 94.850
GROUND FLOOR FFL 92.150
RF
BF
UNIT 2 GARAGE
BF
FFL 94.850
BOUNDARY
GROUND FLOOR CL
BOUNDARY
395
FFL 95.245
FFL 95.245
GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE
TIMBER FRAMING SCHEDULE
RT
RT
RL 94.85
TOP OF STRUCTURAL STUD WALL
ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
FIRST FLOOR FFL FIRST FLOOR FFL
RT
2700
RF
F.W
UNIT 1 BEYOND
DP
RF
RF
5795
2700
UNIT 3 BEYOND RF RT
5795
2700
EG
W.I.R.
T.O. STUD GB S.S
TYPICAL WALLS:
GROUND FLOOR FFL 92.150
DP
W03 2GF
D08 2GF
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
EXISTING NGL
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
PROPOSED FGL
EXISTING NGL
MULTIPLE STUDS @ SIDES OF OPENINGS:
PROPOSED FGL
UNIT 2 WEST ELEVATION
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
UNIT 2 EAST ELEVATION
1 : 100
1 : 100
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES.
UNIT 3 TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS RT
SCHEDULE OF FINISHES
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
W03 3FF
W02 3FF
RT
NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
FIRST FLOOR CL
RT
FIRST FLOOR CL FCL 97.945
EXISTING NGL PROPOSED FGL
UNIT 3 WEST ELEVATION
AJ
D01 3GF
BF
BF
UNIT 3 GARAGE 1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
AJ
FFL 92.150
GARAGE FLOOR FFL 92.000
1700
300
GROUND FLOOR
FFL 95.245
BOUNDARY
OVERHEAD ROLLING GARAGE DOOR
FIRST FLOOR FFL
DP
300
BF
RF
AJ
W02 3GF
EXISTING NGL
GROUND FLOOR CL FCL 94.850
GROUND FLOOR FFL 92.150
AJ
W03 3GF
W04 3GF
PROPOSED NGL
UNIT 3 EAST ELEVATION 1 : 100
ROOF LEGEND DP SP OF RH
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
RT
BOUNDARY
UNIT 2 GARAGE
RF
RT
2400
BF
2700
BF
BOUNDARY
FFL 94.850
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
EXISTING 1.8m HIGH PALING FENCE WITH NEW 0.6m LATTICE OVER
2700 UNIT 3 395
GROUND FLOOR CL
5795
FFL 95.245 EG
DP
1 : 100
FIRST FLOOR FFL
RT
EG
BOUNDARY
395
1.8m PALLING FENCE
2700
5795
RF
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
1700
2700
FFL 97.945
RF
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
DENOTES OBSCURE GLAZING TO 1.7m AFFL
FINISHES LEGEND TAG DESCRIPTION AJ ARTICULATION JOINT TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION AND ACCORDING TO AS2870. BF BRICK FACE FINISH.DENOTES SELECTED FACE BRICKWORK.COLOUR TO BE SELECTED BY CLIENT/DESIGNER. DP DOWN PIPE. SELECTED COLOURBOND TYPE. COLOUR TO CLIENT/DESIGNER APPROVAL. EG EAVES GUTTER. COLOBOND STEEL. COLOUR TBC. PB PLASTERBOARD FINISH RF RENDER FINISH RT DENOTES SELECTED COLOURED ROOF TILE @ 22.5°. COLOUR TO SELECTED BY CLIENT/DESIGNER.
DRAWING LEGEND 90mm THICK NON LOAD BEARING & LOAD BEARING INTERNAL & EXTERNAL TIMBER STUD WALLS. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALLS. 230mm THICK LOAD BEARING DOUBLE BRICK MASONRY WALLS 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS WITH 75mm THICK LIGHT WEIGHT CLADDING NOMINAL. 240mm OVERALL THICKNESS WITH TIMBER PACKERS TO SUIT. EF
SA
UNIT 3
UNIT 2 TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
DP
RF
W06 2FF
RT
BOUNDARY
BF
BF
BF
AJ DP
DP
D07 3GF
D07 2GF
BF
W
RT
DA UN O BF NB LO L A
W04 2GF
EXISTING 1.7m HIGH TIN SHEET FENCE WITH 0.6m TRELLIS EXTENSION
RF
BF
DP
W05 2GF
RT
RY
AJ
AJ
FIRST FLOOR FFL
DP
RT
RT
1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
RF
RF
AJ
W06 2GF
FFL 95.245
FCL 94.850
O.F COL GROUND FLOOR
DENOTES FINISHED FLOOR LEVEL DENOTES FINISHED CEILING LEVEL DENOTES NATURAL GROUND LEVEL DENOTES PAVING LEVEL HEATED TOWEL RAIL ACCESS PANEL INSPECTION OPENING SURFACE INLET STORMWATER PIT REFER TO GENERAL NOTES JUNCTION PIT
OVER FLOW LOAD BEARING STUD OR COLUMN, REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS
ELECTRICAL METER BOX
M.B T.O. STUD GB S.S
NORTH ELEVATION
DENOTES FINISHED STRUCTURE LEVEL
BEAM OVER REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
FFL 92.150
D02 1GF
SHEET NUMBER
DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
GROUND FLOOR CL
BF
W06 1GF
FLOOR LEVEL
FSL FFL FCL NGL PL HTR A/P I.O S.I PIT J. PIT
2700
W05 2FF
RF
W09 1FF
395
SKYLIGHT
W06 3FF
W08 1FF
1700
RF
W05 3FF
W04 2FF
1700
1700
RF
ELEVATION NUMBER
FCL 97.945
W07 1FF
1700
W03 2FF
1 A001
2700
RT
300 2400
2700
395
2700
W04 3FF
WINDOW/DOOR NUMBER
FIRST FLOOR CL
RT
BOUNDARY
RT
RT
RT
SMOKE ALARM - REFER TO GENERAL NOTES
W01 GF
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
1700
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
UNIT 1
CEILING MOUNTED EXHAST FANS IN ACCORDANCE WITH BCA PART-3.12.34 & PART-3.8.5.1. FANS MUST BE FITTED WITH A SEALING DEVISE SUCH AS A SELF-CLOSING DAMPER, FILTER OR THE LIKE. ALLOW TO FIT WITH A SIMULTANEOUS LIGHT SWITCH.
1 : 100
F.W
TOP OF STRUCTURAL STUD WALL GARDEN BED SEWER STACK RISE - TO BE VERIFIED WITH PLUMBING CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORKS. PROVIDE ACOUSTIC LAGGING TO ALL SEWER PIPE WORK WITHIN OR CLOSE PROXIMITY TO HABITABLE ROOMS FLOOR WASTE ARTICULATION JOINT NOT TO EXCEED A MAXIMUM WALL DISTANCE OF 6.0m AS PER NCC 2014 AND ENGINEER'S SPECIFICATION.
ROOF LEGEND DP SP OF RH
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE. - DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
UNIT 1
UNIT 2
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
UNIT 3
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS RT
RT
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS RT
RT
RT
TIMBER FRAMING SCHEDULE FIRST FLOOR CL
RT
FCL 97.945
ALL TIMBER FRAMING INCLUDING FLOORS, WALLS & ROOFS TO COMPLY WITH CURRENT AS 1684 & AS PER STRUCTURAL ENGINEERS DRAWINGS & SPECIFICATIONS.
W02 2FF
RF
RF
395
RF RT
RT
RT
BF
UNIT 1 GARAGE
BF
5150 x 2400 WT-01 OVERHEAD ROLLING GARAGE DOOR
RF DP
AJ
DP
BF
UNIT 2 GARAGE 4670x 2400 OVERHEAD ROLLING GARAGE DOOR
RF
BF
DP
BF
W01 2GF
W02 2GF
W01 3GF
MULTIPLE STUDS @ SIDES OF OPENINGS:
GROUND FLOOR
PROVIDE DOUBLE STUDS NAIL LAMINATED TOGETHER WITH 3.8MM DIAMETER NAILS AT 200mm CTS. AT THE SIDES OF OPENINGS GREATER THAN 1100mm. ONE STUD SHALL BE FULL HEIGHT AND NOT NOTCHED, HOWEVER, THE OTHER MAY BE NEATLY NOTCHED TO ACCOMODATE THE LINTEL. (2/90x45 MGP10).
FCL 94.850
BF
RF
GROUND FLOOR CL
2700
RF
FFL 95.245
- 2/90x45 MGP10 TOP PLATES TO EXTERNAL LOAD BEARING WALLS; - 90x45 MGP10 TOP PLATES TO INTERNAL NON-LOAD BEARING WALLS; - 90x45 MGP10 BOTTOM PLATES; - 90x45 MGP10 COMMON STUDS @ 450MM CTRS. MAX.,AND - 90x35 MGP10 NOGGINGS @ 1350mm CTRS. MAX.
FIRST FLOOR FFL
RT
UNIT 3 GARAGE
2975
2700
RF
RT
AJ
BOUNDARY
W01 3FF
2700
W01 2FF
395
W07 2FF
1700
W05 1FF
1700
RF
RF
1700
2700
TYPICAL WALLS: W04 1FF
EXISTING 1.6m HIGH PALING FENCE WITH 0.8m TRELLIS EXTENSION
DP
FFL 92.150
LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS: REFER TO STRUCTURAL ENGINEERS DRAWINGS, AND DETAILS FOR LINTELS AND ROOF BEAM LAYOUTS & SIZES. NOTE: REFER TO SRUTURAL ENGINEER & TRUSS/FLOOR STRUT MANUFACTURER'S DRAWINGS & SPECIFICATIONS FOR ROOF STRUCTURES & FIRST FLOOR JOIST SYSTEMS. ALL WALL & ROOF BRACING AS PER ENGINEERS DETAILS & SPEC.
SOUTH ELEVATION 1 : 100
SCHEDULE OF FINISHES GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
PROPOSED UNIT 1
PROPOSED UNIT 2 ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS RT-03
LL ° FA 5 . 2 2
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
22.5 ° FA LL
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
LL ° FA 5 . 2 2
LL ° FA 5 . 2 2
595
22.5 ° FA LL
LL ° FA 22.5
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
UPPER ROOF FCL 98.540
FIRST FLOOR CL
FCL 97.945
450
450 W04 2FF
D02 1FF
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
BED 3
D07 2FF
D08 2FF
1000
D04 1FF
205
FT-07
FT-07
W04 3FF
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
ROBE
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL
BED 2
RUMPUS
BED 3
FT-07
FT-07
FT-07
FIRST FLOOR FFL FFL 95.245
FT-07
GROUND FLOOR CL
FCL 94.850
2700
LIVING
UNIT 1 GARAGE
D07 2GF
WT-04
D04 2GF
D02 1GF
WIR
BRICK VENEER WALL WT-04 AS SPECIFIED.INSULATION TO ENERGY RATERS REPORT
D07 3GF
DINING
250
D03 3GF
UNIT 2 GARAGE
1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
DINING
MASTER BED
185
PORCH SELECTED OUTDOOR TILES ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS
D06 2FF
RUMPUS
450
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
WIR
WT-06
BED 2
LL ° FA 22.5
395
D03 1FF
450
205
2700
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
W03 2FF
WT-06
450
450
FT-05
GROUND FLOOR
FT-02
FT-02
FT-02 FT-01
FT-06
FT-02
FFL 92.150
FT-02
FT-01
FT-01
GARAGE FLOOR FFL 92.000
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
Section 1 1 : 50
SELECTED RENDERED APPROVED POLYSTYRENE WALL TO ARCHIVE FRL60/60/60
FT-02 FT-05
FT-06 FT-07
RT-03 WT-04
WT-06
DESCRIPTION FLOOR TYPE 1. CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 2. TIMBER FLOORING ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 5. SELECTED OUTDOOR TILES ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. TILE COLOUR TO CLIENT/DESIGNERS APPROVAL. FLOOR TYPE 6. TIMBER FLOORING WITH CARPET FINISH ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 7. TIMBER FLOORING WITH CARPET FINISH ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE LINES ROOFING TYPE 3. WALL TYPE 4. 240mm THICK LOAD BEARING EXTERNAL MASONRY VENEER WALL. 110mm BRICK. 40mm AIR GAP. 90mm TIMBER STUD AS PER STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS. BRICK COLOUR TO CLIENT/DESIGNERS APPROVAL. WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO CLIENT/DESIGNERS APPROVAL.
DP SP OF RH
COLORBOND METAL FLASHING
125 MAX. GAP TYPICAL
PLASTERBOARD LINING IN SELECTED PAINT FINISH
- DENOTES 'COLORBOND' DOWN PIPES. - DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION - DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
BALUSTRADE
SELECTED ROOF TILE
300 MIN BOX GUTTER
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
FLOOR FINISH AS SPECIFIED ON TIMBER FLOORING
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING).
FLOOR FRAMING TO STRUCTURAL ENGINEERS DRAWINGS
- CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING OF THE ROOF EXCLUDING THE GARAGE.
ABOVE NOSING
TAG FT-01
75 X 75 F7 HANDRAIL
ROOF LEGEND
900
FINISHES LEGEND
INSULATION TO ENERGY RATERS REPORT
200
6390
PROPOSED UNIT 3
250
- FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOOR THROUGHOUT.
SCHEDULE OF FINISHES
- WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS)
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.
- WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS)
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.
- WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND PARTY WALLS.
ROOF TRUSS TO TRUSS MANUFACTURERS DETAILS AND SPECIFICATION
300 x 50 F7 STRINGER
TIMBER FLOORING AS SPECIFIED
PLASTERBOARD CEILING LINING IN SELECTED PAINT FINISH
UNIT 1 OR 2 GARAGE
WINDOW: SELECTED POWDER COATED ALUMINUM TYPE. DENOTES OBSCURE GLAZING TO 1.7m AFFL
2 CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
270 x 38 HW TREADS HOUSED INTO STRINGER PROVIDE NON-SKID NOSING ON STAIR TREADS
PLASTERBOARD LINING IN SELECTED PAINT FINISH
BRICK PIER
NOTES:
PLASTERBOAD LINING ON FRAMING AS REQUIRED
TYPICAL DETAIL SECTION - FIRERATED WALL 1:5
3
TYPICAL DETAIL SECTION - STAIR 1 : 10
SCHEDULE OF FINISHES
PROPOSED UNIT 1
GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS. ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
UPPER ROOF
22.5 ° FA LL
595
FCL 98.540
FIRST FLOOR CL
GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE. WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.
FCL 97.945
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
2700
ALUMINIUM FRAMED POWDER COATED GLAZED WINDOW AS SPECIFIED
RUMPUS
D05 1FF
SELECTED TIMBER FLOORING AS SPECIFIED ON TIMBER TRUSS TO STRUCTURAL ENGINEERS DETAIL
395
22.5° FALL
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
6540
DENOTES OBSCURE GLAZING TO 1.7m AFFL
W03 1FF
22.5 ° FA LL
RT-03 FT-07
FT-07
FIRST FLOOR FFL FFL 95.245
GROUND FLOOR CL FCL 94.850
ROOF LEGEND
KITCHEN/DINING
DP
2700
D07 1GF D10 1GF W04 1GF
SP
D11 1GF
W03 1GF
LIVING
FT-02
FT-04
OF
BRICK VENEER WALL WT-04 AS SPECIFIED.INSULATION TO ENERGY RATERS REPORT
RH
GROUND FLOOR
FT-02
- DENOTES ' COLORBOND' SPREADER DOWN PIPES. - DENOTES BOX GUTTER OVERFLOW PIPE. - DENOTES CUSTOM FOLDED 'COLORBOND' RAIN HEAD AND DOWNPIPE WITH OVERFLOW PROVISION
FFL 92.150
- DENOTES DIRECTION OF FALL OF BOX GUTTER TO DOWN PIPE.
UNIT 1 GARAGE FLOOR
- DENOTES BOX GUTTER SUMP WITH DOWNPIPE AND OVERFLOW PROVISION.
FFL 92.000
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
- DENOTES 'COLORBOND' DOWN PIPES.
NOTE: ALLOW FOR ALL BOX GUTTERS, PARAPET AND GENERAL ROOFING CAPPING'S, FLASHING'S AS REQUIRED THROUGHOUT, (TO BE CONSTRUCTED 0.48mm BMT SELECTED KLIPLOK SHEETING). - CEILINGS (UNIT 1,2&3): R5.0 BULK INSULATION IN THE CEILING OF THE ROOF EXCLUDING THE GARAGE. - FLOORS (UNIT 1, 2 & 3): R2.0 BULK INSULATION TO THE FIRST FLOOR THROUGHOUT. - WALLS (UNIT 1): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS R2.5 BULK INSULATION IN THE INTERNAL GARAGE WALLS AND PARTY WALLS (EXCLUDING THE GARAGE PARTY WALLS)
Section 2
- WALLS (UNIT 2): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP TO ALL THE EXTERNAL WALLS EXCLUDING THE GARAGE. R2.5 BULK INSULATION IN THE INTERNAL GARAGE ,BATH,BOTH WCs AND LDRY WALLS AND PARTY WALLS (EXCLUDING THE PARTY WALLS)
1 : 50
- WALLS (UNIT 3): R2.5 BULK INSULATION WITH 1 LAYER OF BREATHABLE MEMBRANE WRAP FOIL TO ALL THE EXTERNAL WALLS EXCLUDING THE PARTY WALLS. R2.5 BULK INSULATION IN THE INTERNAL GARAGE AND PARTY WALLS.
PROPOSED UNIT 3
22.5 ° FA LL
ROOF TRUSS TO STRUCTURAL ENGINEER AND MANUFACTURERS DETAILS AND SPECIFICATION. SHOWN INDICATIVE ONLY
FINISHES LEGEND TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
UPPER ROOF
595
LL ° FA 22.5
TAG FT-01
FCL 98.540
FT-02
FIRST FLOOR CL
FT-04 FT-06
FCL 97.945
W02 3FF
RENDERED STUD WALL WT-06 AS SPECIFIED. INSULATION TO ENERGY RATERS REPORT
395
D03 3FF
° 22.5
L FAL
FT-07
D04 3FF
BED 2
TYPICALLY SELECTED 22.5° TILED PITCHED ROOFS
WT-06
RUMPUS BATH
RT-03 WT-06
22.5° FALL
6540
2700
FT-07
FT-07
FIRST FLOOR FFL FFL 95.245
GROUND FLOOR CL FCL 94.850
W03 3GF
2700
W04 3GF
KITCHEN D02 3GF
BRICK VENEER WALL WT-04 AS SPECIFIED.INSULATION TO ENERGY RATERS REPORT
FT-02
MASTER BED
FT-06
W02 3GF
DOUBLE BRICK WALL WT-01 AS SPECIFIED.
LIVING 1800 x 2400 OVERHEAD ROLLING GARAGE DOOR
GROUND FLOOR
FT-02 FT-01
FFL 92.150
UNIT 3 GARAGE FLOOR FFL 92.000
RAFT FOOTINGS AS PER ENGINEER'S DESIGN AND SPECIFICATION.
Section 3 1 : 50
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
DESCRIPTION FLOOR TYPE 1. CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 2. TIMBER FLOORING ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 4. TIMBER DECKING ON TIMBER POST. FLOOR TYPE 6. TIMBER FLOORING WITH CARPET FINISH ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. FLOOR TYPE 7. TIMBER FLOORING WITH CARPET FINISH ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS AND MANUFACTURER'S INSTALLATION GUIDE LINES ROOFING TYPE 3. WALL TYPE 6. 165mm ACRYLIC RENDERED POLYSTYRENE WALL. 90mm THICK LOAD BEARING EXTERNAL TIMBER STUD WALLS, WITH CERTIFIED AND APPROVED 75mm POLYSTYRENE CLADDING INSTALLED AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. RENDER COLOUR TO CLIENT/DESIGNERS APPROVAL.
1810
1810
3010
1450
930
2910
880
880
610
930 610
1200
600
300
900
1400
900
1500
2100
2400
1510
UNIT 1 GROUND FLOOR FFL 92.150
FRONT ENTRY DOOR
LIVING
D02 1GF
LIVING
W01 1GF
W02 1GF
Selected powder coated improved type frame with clear awning and fixed glazing and fly screen to suit.
Selected powder coated improved type frame with clear awning and fixed glazing and fly screen to suit.
W04 1GF
KITCHEN/DINING
W03 1GF
W05 1GF
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
W04 1GF
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
ENSUITE
W06 1GF
MASTER BED
LOUNDRY Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
Selected powder coated improved type frame with clear awning and fixed glazing and fly screen to suit.
1810 1210
1500
700
- FROSTED GLAZING
900
2400
LEGEND
800
1500 800
1500 800
1500
700
1210
700
700 800
500
800
1210
900
2400
610
500
1500
700 1500
1500
1810
610
1210
1200
930
1200
880
880
700
1810 930
KITCHEN/DINING
700
DO1 1GF
UNIT 1 FIRST FLOOR FFL 95.245
W01 1FF
RUMPUS
BED 2
W02 1FF
Selected powder coated improved type frame with clear awning and fixed glazing and fly screen to suit.
W03 1FF
BED 2 / BATH
STAIR
W04 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
Selected powder coated improved type frame with clear awning and fixed glazing and fly screen to suit.
W05 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
BED 3
BATH
W06 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W07 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
WC
W08 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W09 1FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
RUMBUS
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
OB FG AW
- OBSCURED FROSTED GLASS - FIXED GLAZING - AWNING
C
- CASEMENT - SLIDING
UNIT NUMBER
1W01 1GF
WINDOW NUMBER FLOOR NAME GF-GROUND FLOOR FF-FIRST FLOOR
1810 2400
910
1510
1500
2100
2100
2400
2376
NOTES:
610
900
850
1000
2050
880
600
930
UNIT 2 GROUND FLOOR FFL 92.150
Selected powder coated aluminum improved type frame with clear fixed glazing.
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
LAUNDRY
W06 2GF
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
500
1200
700
WC
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
1810
610
1200
700
800
800
1500
1500
W05 2GF
KITCHEN
610
700
700
700
W04 2GF
1810
1810
800
1500
700 800
LIVING
700
1210
W03 2GF
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
Selected powder coated aluminum improved type frame with clear awning and fixed glazing and fly screen to suit.
1810
LIVING
W02 2GF
500
MASTER BED
1200
W01 2GF
500
DINING
D07 2GF
FRONT ENTRY DOOR
1500
D01 2GF
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS. W04 1GF, W05 1GF, W02 1FF, W03 1FF, W06 1FF, W07 1FF AND 1W08 1FF : AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 W01 1GF, W02 1GF, W03 1GF, D01 1GF, D02 1GF, D03 1GF, W01 1FF, W04 1FF,W05 1FF AND W09 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 3.2 U Value = 3.2 SHGC = 0.46 SHGC = 0.49 D01 2GF, D07 2GF, W01 2GF , W05 2GF, W06 2GF, W01 2FF, W02 2FF, W05 2FF AND W06 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 W02 2GF , W03 2GF , W04 2GF , W03 2FF , W04 2FF AND W07 2FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.3 U Value = 4.3 SHGC = 0.47 SHGC = 0.53 Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame. 1.
UNIT 2 FIRST FLOOR FFL 95.245
W01 2FF
BED 2 Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
W02 2FF
BED 3 Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
W03 2FF
LIVING Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W04 2FF
RUMBUS Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W05 2FF
BATH Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W06 2FF
BATH Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W07 2FF
STAIR
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
2. 3. 4. 5. 6.
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
1200
750
LEGEND 2400
910
2100
750
1500
750
2100
- FROSTED GLAZING
UNIT 3 GROUND FLOOR FFL 92.150
D01 3GF
FRONT ENTRY DOOR
D07 3GF
DINING
MASTER BED
W01 3GF
W02 3GF
Selected powder coated aluminum improved type frame with clear awning and fixed glazing and fly screen to suit
300
300
300
900
2400
910
2400
750
880
2100
930
2410
2400
2400
2417
1464
2410
2400
1810
DINING
W03 3GF
LIVING
W04 3GF
Selected powder coated aluminum improved type frame with clear glazed awning, and fly screen to suit.
Selected powder coated aluminum improved type frame with clear awning and fixed glazing and fly screen to suit
Selected powder coated aluminum improved type frame with clear awning and fixed glazing and fly screen to suit
KITCHEN
OB FG AW
- OBSCURED FROSTED GLASS - FIXED GLAZING - AWNING
C
- CASEMENT - SLIDING
UNIT NUMBER
1W01 1GF
WINDOW NUMBER FLOOR NAME GF-GROUND FLOOR FF-FIRST FLOOR
NOTES:
2400 1200
2400 1200
900
D01 3GF, D07 3GF, W05 3FF AND W06 3FF : AWNING, CASEMENT FIXED, SLIDING U Value = 6.7 U Value = 6.7 SHGC = 0.57 SHGC = 0.70 W01 3GF, W02 3GF, W03 3GF, W04 3GF, W01 3FF, W02 3FF, W03 3FF AND W04 1FF: AWNING, CASEMENT FIXED, SLIDING U Value = 4.3 U Value = 4.3 SHGC = 0.47 SHGC = 0.53
1200
700
1200
700 500
2400
800
2400
1500
1500 900
900
2400
800
1500 800
2400 900
610
610
700
700
700 1500
700 800
1810
500
1810
1210
1810
REFER TO ENERGY RATERS REPORTS FOR ALL GLAZING TYPES (E.G SINGLE AND/OR DOUBLE GLAZIING), U VALUES, SHGC COMPLIANCE & ALL OTHER GENERAL THERMAL PROPERTIES REQUIREMENTS.
Note: U Value = The overall U Value (Heat flow - gain & loss) of the window including the glass frame. SHGC = The overall Solar Heat Gain Coefficient ( Solar radiation transmission) of the window including the glass and frame.
UNIT 3 FIRST FLOOR FFL 95.245
W01 3FF
BED 2 Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit
W03 3FF
Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
BED 3 Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W04 3FF
RUMBUS Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W05 3FF
BATH Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
W06 3FF
WC Selected powder coated aluminum improved type frame with fixed frosted glazing panel and clear glazed awning above with fly screen to suit.
1.
2. 3. 4. 5. 6.
NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: - BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3. & comply with current AS 1288 2006. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Contractor to verify all dimensions on site prior to manufacture. Windows to be flashed all around to ensure complete water tightness. Allow to provide weather stops along openings as required. Contractor to verify with owner for full extent of any windows to be provided with fly screens as per manufacturer's details & specifications. All external window frames & sashes etc. to be Anodised Aluminum type. Refer to Energy Raters Report for all U Values & SHGC compliance & thermal properties. All windows & doors are shown as externally elevated.
8 LOCKSLEY RD, IVANHOE GENERAL FINISHES NOTES:
PRELIMINARIES
GENERAL NOTES
QUERIES Direct any queries during tendering or construction to the architect. Requests for information by the builder are to be confirmed by the builder in writing. Responses from the architect are to be confirmed by the architect to the builder in writing.
COPYRIGHT Copyright of these plans vests in Mills Gorman Architects as the owner. This drawing and the information here on remain the property of Mills Gorman and may not be copied or used without the written consent of Mills Gorman Architects.
FIRE SERVICES All sprinkler work is to comply with as 2118 and portable fire extinguishers and fire blankets to AS 2444 and to AS/NZS 1841, maintain remaining sprinklers outside the works to AS 1851 (Maintenance of Fire protection services). Fire hose reels are to be to AS/NZS 1221.
CONTRACT The contract for the works is to be an RAIA Lump sum building contract for simple building works Edition 2. (To be confirm by client)
DIMENSIONS All dimensions and levels are to be verified by the builder on site prior to the commencement of any work. Do not scale drawings.
Retention is to be up to 5% of the contract sum or two 2.5% bank guarantees. (To be confirmed by client).
COORDINATION OF DOCUMENTS Architectural drawings are to be read in conjunction with Engineer's and other consultants documents.
FIRE PROOFING Should any penetrations be made through fire walls or through floors, or services removed which leave openings, provide fire sealing to maintain the required rating. The required rating for floor penetrations is 2 hours.
The defects liability period is to be 12 months. (To be confirmed by client)
DISCREPANCIES The builder is to advise the architect of any discrepancies in documents, and also advise of any clashes of services before proceeding with works.
SUBCONTRACTS Any subcontractors enlisted by the builder are to be contracted on a basis in which their work is stipulated to conform with the conditions of the head contract. Subcontracts are to be stipulated in writing. BUILDER'S INSPECTION The builder is to carry out an inspection of the site prior to submitting tender for the works. BUILDING CODE & INSPECTIONS BY AUTHORITIES The builder is to carry out the works in accordance with the Building Code of Australia and applicable Australian Standards at the time of building permit issue, and any applicable and codes and regulations.
Where required only persons with the necessary license or certificate are to perform particular works. The builder is to arrange and give notice to the building surveyor and any regulatory authorities for any required inspections during the course of the works. The builder is to perform the work such that a satisfactory final inspection certificate is obtained from the Building Surveyor. On completion provide to the architect a copy of the building surveyor's final inspection certificate and any other certificates that are necessary. BUILDING PROGRAMME Before starting on site the builder is to provide a construction programme showing a detailed schedule of trade activities for the construction period, including a critical path.
If requested the builder is to provide updates of this programme within five working days. During construction the builder and subcontractors are to order items in sufficient time to allow for the lead times involved so as to avoid delay to the construction programme. INSURANCES Before starting on site the builder is to submit to the Architect certificate of currency documents for public liability, contract works and any other required insurances.
The public liability amount is to be listed in the tender.
ACCESS TO LIGHT & POWER The builder is to arrange to supply light and power to the site. INTERRUPTION OF SERVICES SUPPLY The builder is to inform the client (George Sykiotis) of any anticipated interruptions to services to other areas of the building outside the construction zone 24 hours in advance of the interruption. NOISY & DISRUPTIVE WORK The builder is to schedule any anticipated disruptive or noisy activities that may affect tenancies at times to avoid disruption to these areas.
ABBREVIATIONS C.O.S. Check on site U.N.O. Unless noted otherwise NTS Not to scale AFL Above Floor Level RL Relative Level AHD Australian Height Datum TBA To be advised TBC To be confirmed CH Ceiling height EX Existing DEFINITIONS 'Approved' shall mean the builder submits details of an item, procedure or sample to the Architect and gains written approval from the Architect for same. SAMPLES Where samples are submitted for approval and subsequently approved, the subsequent items installed on site are to be of the same quality as the sample. ARCHITECT'S INSTRUCTIONS AND ARCHITECT'S ADVICE Should any instructions or advice be given by the architect which the builder considers will add time or cost to the project, the builder shall confirm these details of time and costs in writing and receive written approval from the project manager before proceeding. DEMOLITION WORKS PROCEDURE The builder shall submit their proposed work procedure for demolition works to the satisfaction of the Building Surveyor. This is to included work procedure adjacent to the glass of the facade, prior to commencement of the work. ASBESTOS REMOVAL Removal is to be by a licensed asbestos removalist and Comply with the Occupational Health and Safety (Asbestos) Regulations 2003 and the Code of practice for the Safe Removal of Asbestos (NHOHSC:2002). MAINTAIN SERVICES DURING WORKS During both the demolition and construction stages of the project ensure that all existing services are maintained to areas of the building outside the works which remain occupied (including sprinklers, mechanical, EWIS, emergency and exit lighting, hydraulics and drainage). STRUCTURE All structure is to be in accordance with the Engineer's documents. All structural steelwork is to be in accordance with AS 4100 - Steel Structures. PLASTER Square set junction of plasterboard wall and ceiling lining unless otherwise nominated. Provide water resistant grade plasterboard or fibre cement lining behind wall tiles in wet areas (as defined by AS 3740 2000) sinks and basins.
SANITARY FACILITIES The builder is permitted shared use of the public toilets. (To be confirmed by client)
GLAZING All glazing is to be to AS 1288 - 2006 Glass in buildings, and AS 2047-1999 Windows in buildings Selection and installation.
LUNCHROOM FACILITY & FIRST AID The builder is to provide lunchroom facilities and first aid equipment/officer as required by industrial agreements.
PAINTING Paint is to be applied in accordance with manufacturer's written instructions. All interior paint finished surfaces are to have a minimum of one base coat and two top coats.
SITE ACCESS Access to the site is to be from back of house areas.
FLOOR TILING Provide minimum 1:100 falls to floor wastes in kitchen area. Provide expansion joints around perimeters of rooms (at base of skirting tile), around columns, at 5m maximum intervals, and over existing construction joints. Provide approved proprietary water proofing membrane under floor tiling to kitchen. Tiles, grout and expansion material TBA.
STANDARD OF WORK The work is to be carried out to a standard typical of qualified tradespersons in their respective fields to good commercial standards.
Materials used are to typically be new except where otherwise specified or where written approval has been given by the Architect. The builder is to comply with applicable Australian Standards relevant to the work involved, and also with any manufacturer's written instructions for materials and equipment. ALTERNATIVE MATERIALS & PRODUCTS Where an alternative material or product is proposed by the builder to that specified, the builder is to submit details of the alternative, reasons for change, and details of cost savings, to the Architect for consideration and written approval prior to ordering or use. SITE SAFETY The builder is to carry out all works in a safe manner as required by current government regulations and in accordance with current Occupational Health and Safety guidelines. EMPLOYEE / SUBCONTRACTOR CONDITIONS The builder is to ensure that the government requirements for payroll tax and worker entitlements such as Workcover, superannuation, leave and redundancy entitlements are being met. If requested provide documentation to show that these requirements are being fulfilled.
The builder is to adhere to any applicable awards and formal industrial agreements. The builder is to take care to avoid faulty safety practices or unmet worker agreement obligations that give rise to industrial action and may become liable for stopping other works on site. PROTECTION The builder is to protect remaining items on site (including glass and aluminium glass framing, and equipment) and new items until handover to the client. Any damaged items are to be made good or replaced by the builder. HOARDINGS Erect hoardings/barriers for staff and public safety as may be necessary. CLEANING & FINAL CLEAN The builder is to maintain the site in a clean condition with regular removal of rubbish and debris.
Carry out a final clean of the site prior to handover.
SCREEDS Unless noted otherwise, where screeds are required of less than 40 mm thickness and the finished floor is to be carpet or vinyl or screed, then the screed is to be a proprietary engineered polymer modified cement underlay which is equivalent to a suitable product from either Vibro Engineered Cements (T 9585 1033), Scanroc (T 9894 1944), Bostik ((T 9279 9333), Sika (T 9797 0600) or Alternative Surfaces (T 1300 760 877). Confirm type with Architect and receive approval before ordering. WATERPROOFING Provide waterproofing to a minimum of 150 mm above benches, vanities, sinks troughs, and to required floor areas, or floors as otherwise noted on the drawings, in accordance with AS 3740 - 2004 Waterproofing of Wet Areas within Residential Buildings and B.C.A. part F 1.7. Water proofing membranes are to comply with AS/NZS 4858:2004 Wet Area Membranes.
Tiles, grout and expansion material TBA. PLUMBING Comply with Plumbing & Drainage Code AS/NZ 3500 All services are to be concealed. Exposed wastes to be chrome. Provide floor wastes as noted. DOOR HARDWARE Provide a door hardware schedule for Architect's approval prior to ordering. All doors are to be opened by a single handed lever action, without the use of a key. All door hardware to be mounted between 900 and 1200 mm above the floor. ELECTRICAL Comply with AS/NZS 3000:2000: Electrical installations (Australian / New Zealand Wiring Rules).
Emergency lighting is to be to AS/NZS 2293.1-1998. MECHANICAL All airconditioning is to comply with AS 1668.1 and AS 1668.2 - 1991.
All mechanical exhaust ventilation is to comply with the Building Code of Australia and Local Governments Ventilation Code.
In accordance with the required rating penetrations of relevant walls, floors and ceilings are to be in accordance with Specification C3.15 of the BCA. Provide fire collars to plastic plumbing pipes, new -/120/120 fire rated wall systems to shafts as per the partition plan, fire dampers to mechanical ducts where they pass through -/120/120 shaft walls or pass through the floor, and suitable fire rated sealants to electrical/data penetrations. Also provide sealants/or suitable mortar to gaps around metal pipes (the metal pipes are to be of the thickness required by specification C3.15 of the BCA) where they penetrate rated walls or floors. Similarly seal off any redundant openings to the required rating, and seal any existing penetrations found on site which have not been adequately sealed in the past. Design, materials/products and installation are to comply with the following standards: AS 1530 Methods for Tests on building materials components and structures Parts 1, 2 ,3 and 4. AS 1682.1-1990 Fire dampers - Specification AS 1682.2-1990 Fire dampers - Installation AS/NZS 1668.1:1998 The use of ventilation and airconditioning in buildings - Fire and smoke control in multi-compartment buildings AS 4072.1-2005 Components for the protection of openings in fire-resistant separating elements - Service penetrations and control joints COOL ROOM The Cool Room is to be provided with the following features: - A door which is capable of being opened by hand from inside without a key. - The cool room doorway is to have a clear height of at least 1.5 m. - Internal lighting that is controlled by a switch located adjacent to the entry door inside the cool room. -An indicator lamp positioned outside the cool/keg room that is illuminated when the internal lights are on. - An alarm that is: - located outside the cool/keg room but controlled within the cool/keg room. - able to achieve a sound pressure level outside the cool/keg of 90dB(A) when measured 3m from the sounding device. SANITARY FACILITIES SIGNAGE All sanitary facilities are to have braille and tactile signage in accordance with AS 1428.1 and BCA spec D3.6. Signage style and detailed location to be coordinated with signage consultant.
IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ARCHITECT WITH SUFFICIENT TIME PRIOR TO ROUGH IN TO REVIEW ALL ELECTRICAL/GAS FIXTURES, SECURITY, TELEPHONE, AV, COMMS & DATA WITH CLIENT AGAINST MORE CURRENT MODELS. TO BE READ IN CONJUNCTION WITH FINISHES, LIGHTING AND FIXTURES SCHEDULES ALL FIXINGS TO BE CONCEALED. JOINERY GENERALLY CONSTRUCTED FROM 18MM MDF UNLESS OTHERWISE NOTED. CONSTRUCTED BY SCREWING AND GLUING OR SOME OTHER APPROVED SYSTEM. A DRY STAPLED ASSEMBLY WILL NOT BE ACCEPTED WHERE MDF HAS A LAMINATE FINISH. SHELVES GENERALLY 18MM THICK FOR SPANS UNDER 900MM AND 25MM THICK FOR SPANS OVER 900MM UNLESS OTHERWISE NOTED. ALL VISIBLE JOINS AND CONNECTIONS TO BE MITRED UNLESS OTHERWISE NOTED. FINISH OF ALL INTERNAL DRAWERS AND DOORS (LOCATED BEHIND OTHER DOORS) TO BE SAME AS FRONT FINISH. ALL VISIBLE INTERNAL CARCASS SURFACES TO BE WHITE MELAMINE UNLESS OTHERWISE SPECIFIED. ALL KICKERS AND HEADERS IN JOINERY TO MATCH CUPBOARD DOORS UNLESS OTHERWISE NOTED. ALL KICKERS TO BE HMR MDF. JOINERY UNDER WET AREAS TO BE OF WATER RESISTANT MDF AND FULLY SEALED AND FINISHED. THIS INCLUDES ALL DOOR & PANEL EDGES. ADJUSTABLE SHELF SUPPORTS SHALL BE FERRULES AND PINS. STAINLESS STEEL OR CHROME FINISH UNLESS OTHERWISE NOTED. JOINER TO REVIEW ALL FIXTURES AND APPLIANCES THAT ARE TO BE INTEGRATED INTO JOINERY PRIOR TO COMMENCEMENT OF MANUFACTURE AND ADVISE THE ARCHITECT/INTERIOR DESIGNER OF ANY ISSUES THAT MAY CAUSE A VARIATION ORDER. ALL FITTINGS, FIXTURES AND FITMENTS IN WET AREAS TO BE MARINE GRADE QUALITY. ALL BATTEN LIGHTING MUST BE OVER-LAPPED, NOT BUTT-JOINTED TO ELIMINATE SHADOWS. ALL HINGES TO CUPBOARD DOORS TO BE CONCEALED 90 DEGREE OFFSET HINGES UNLESS OTHERWISE NOTED. 2 NO FOR DOORS UNDER 900MM IN HEIGHT AND 5 NO FOR FULL HEIGHT DOORS UNLESS OTHERWISE NOTED. ALL DRAWERS TO HAVE FULLY EXTENDING BALL BEARING RUNNERS.
EWIS SYSTEM (EMERGENCY WIRING & INTERCOMMUNICATION) The EWIS system is to have all work to Australian Standard 1670 part 4. Any addition or alteration to the system requires the following procedure: Testing of installation with load checks on the amplifiers and sound pressure levels (SPL) recorded. Areas should be over 65dB, or in 'noisy areas' 10dB above background noise. Where 10dB is not obtainable visual warning should be installed (strobes).
As-installed drawings showing speaker positions, wiring, speaker tapping's and SPL. Completion of Installation test report and Installation Statement documentation. Certificate of compliance from independent certifier. Works to be done under building permit. Documentation should be held in the 'on site' records. Note: The speakers are required to be fault monitored (disconnection of speaker will bring up a fault at the EWIS panel). The cable type should be double insulated as required by AS3000 as called on by AS1670 part 4.
SHOP DRAWINGS Shop drawings are to be provided for the Glazing, Fire services, Mechanical services and for any other works requested elsewhere in the documents.
Provide 3 sets of shop drawings to the architect for review by the architect and associated consultants. Allow to make changes in accordance with the architect's requests, and resubmit a further 3 copies for approval should changes be requested. The builder should allow a period of five working days for the architect and consultants to review shop drawings submissions before being available for return to the builder. Fabrication and ordering of items is not to commence until shop drawings and any requested samples have been supplied to the architect and written approval given by the architect. Any printed or CAD drawings supplied by the architect or consultants are supplied showing general theoretical / diagrammatic layout and are not to be assumed as containing accurate site measurements. Review of shop drawings by the architect or consultants is to ensure that the design intent is followed. The responsibility for taking and checking site dimensions and accurate setting out remains the responsibility of the builder and subcontractors. Refer also to consultant's documents for any additional requirements. Sprinkler shop drawings are to show valves, mains, main risers and ranges and diameters. AS BUILT DRAWINGS & MANUALS Within four weeks of practical completion supply to the Architect the following: Electrical Services Manuals and as-built drawings (including Power, and Lighting), EWIS (see EWIS section below), Fire services as built drawings, Hydraulics as-built drawings and manuals and Mechanical as-built drawings and manuals, Including: Copies of as-built drawings for review by the architect/consultants. Allow to make changes in accordance with architect/consultant's requests and then supply final printed copies of as-built drawings. Also provide an electronic copy of Electrical, Mechanical, Fire Services & EWIS drawings in AutoCAD 2004 drawing format, drawn legibly, in appropriate scales, and in accordance with Australian Standards drawing conventions. Sprinkler shop drawings are to show valves, mains, main risers and ranges and diameters. Hydraulics drawings to show hot and cold water pipes, vents, wastes, and sewer pipes. Brochures/maintenance and operating instructions from the equipment manufacturers, and Equipment and installation warranties/guarantees. Refer also to consultant's documents for any additional requirements. INSPECTIONS & CERTIFICATES Arrange any necessary inspections and provide copies of any necessary letters or inspection certificates upon completion including:
A letter from an independent fire services contractor stating that the sprinkler system is installed to AS 2118. A copy of Certificates of Electrical safety for the project. A letter from the Electrical contractor stating that the exit signs are installed in accordance with AS 2293 -2005 and the electrical installation is to AS 3000. A letter from the glazier(s) stating that the glass is installed to AS1288 and AS 2047. A letter from the fire alarm contractor and a copy of the commissioning results stating that the smoke / thermal detection system is installed with the intent and locations required by AS 1670. A letter from the fire and security wiring contractor stating that the system has been checked and is satisfactory. Should any penetrations be made through fire walls, provide a letter from the subcontractor indicating that the penetration has been fire sealed to maintain the required rating. Building surveyor final inspection indicating that work has been satisfactorily completed.
DRAWER TRACKS TO MATCH COLOUR OF INTERNAL FINISH. HIGHEST QUALITY HINGES AND DRAWERS: BLUM, HETTICH OR HAFELE UNLESS OTHERWISE NOTED. SILICONE DOTS TO BE INSTALLED TO STOP DOORS & DRAWERS KNOCKING AGAINST CARCASS. THE FOLLOWING FITMENTS ARE TO BE USED UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IF THE JOINER CAN SHOW AN ALTERNATE PRODUCT OF HIGHER QUALITY. JOINER TO CONFIRM WITH ARCHITECT/INTERIOR DESIGNER FOR REVIEW: WHERE HANDLES ARE NOT SPECIFIED PROVIDE CONCEALED PUSH HINGES - HAFELE SALICE SERIES 200 CONCEALED HINGE WITH PUSH SYSTEM FOR OPENING WITHOUT HANDLE. 2 NO. REQUIRED FOR DOORS OVER 900MM HIGH. WHERE SELF CLOSING DRAWER SYSTEMS ARE NOT SPECIFIED PROVIDE HOWARD SILVERS MEPLA-ALFIT DYNAMIC NT FULL EXTENSION SOFT CLOSE DRAWER SLIDES SIZED TO SUIT INDIVIDUAL APPLICATIONS.
?
DRAWING LIST WD
REFER TO FINISHES SCHEDULE FOR FLOOR AND WALL FINISHES. REFER TO WALL PANELLING ELEVATIONS FOR DETAILS
ALL FLOOR FINISHES TO FINISH FLUSH WITH ONE ANOTHER WITH ALUMINIUM EDGE STRIPS AS SELECTED. ALL FLOOR FINISHES TO BE SLIP RESISTANT AS PER AS/NZS 3661 & AS/NZS 4586. ALL FLOOR COVERINGS TO COMPLY WITH MANUFACTURERS SELECTION & INSTALLATION INSTRUCTIONS AND THE FOLLOWING CODES:AS1884, AS1889, AS2055, AS3553 FLOOR LEVELLING WHERE REQUIRED SHALL BE SUITABLE PROPRIETARY CEMENTITIOUS COMPOUNDS SELECTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR SITE CONDITIONS. ALL TILING TO COMPLY WITH MANUFACTURERS SELECTION & INSTALLATION INSTRUCTIONS AND THE FOLLOWING CODES:AS 2358, AS 3958, AS 3958.1, AS 3958.2, AS 3972, AS 4459, & BS6431. INSTALL FLASHINGS AND BARRIERS TO ENSURE TILING EXCLUDES MOISTURE FROM SUBSTRATES. ADHESIVES SHALL BE PROPRIETARY TYPES RECOMMENDED BY TILE AND ADHESIVE MANUFACTURER FOR THE SITE CONDITIONS. DO NOT USE PVA ADHESIVES IN WET OR EXTERNAL AREAS. MATERIALS FOR BEDDING MORTAR SHALL COMPLY WITH THE RELEVANT CODES. DETERMINE OPTIMUM MIX PROPORTIONS BEFORE COMMENCING, THEN DO NOT VARY. UNLESS OTHERWISE INDICATED -CEMENT: TYPE GP PORTLAND CEMENT (AS 3972). -SAND: CLEAN, WITH LOW CLAY CONTENT. MORTAR MIX SHALL BE NOMINAL 1 PART CEMENT, TO 1 - 3 PARTS SAND, WITH MINIMUM WATER. GROUT SHALL BE A PROPRIETARY TYPE RECOMMENDED BY TILE AND ADHESIVE MANUFACTURER FOR THE SITE CONDITIONS. SITE MIXED GROUT SHALL BE NOMINAL 1 PART CEMENT TO 2 PARTS SAND FOR JOINTS UP TO 3 MM, OR 3 PARTS SAND FOR JOINTS MORE THAN 3 MM, WITH MINIMUM WATER. PROVIDE PROPRIETARY MEMBRANE SYSTEMS FORMING A DRAINED TANK TO WET AREA FLOORS, SHOWER FLOORS AND WALLS, EXTERNAL BALCONIES AND TERRACES OVER HABITABLE ROOMS. EXTEND MEMBRANES 150 MM UP AT WALL JUNCTIONS AND 1200 ALONG ADJACENT WALLS TO SHOWERS. TURN MEMBRANES DOWN INTO DRAIN GRATES AND SECURE. PRODUCTS SHALL BE A CERTIFIED BY AUSTRALIAN BUILDING PRODUCTS AND SYSTEMS CERTIFICATION SCHEME (ABPSCS) OR COMPLY WITH APPROPRIATE AUSTRALIAN BUILDING SYSTEMS APPRAISAL SCHEME (ABSAC) OPINION TILE JOINTS SHALL BE STRAIGHT AND PERPENDICULAR, PLUMB AND HORIZONTAL, WITH UNIFORM WIDTH. SET-OUT FROM CENTRE LINE OF VISUALLY IMPORTANT AREAS OR OPENINGS. IF PRACTICAL, ENSURE EVEN MARGINS ALL ROUND AND NO UNITS LESS THAN HALF SIZE AND THAT PENETRATIONS OCCUR AT JOINT INTERSECTIONS. VERIFY SET-OUT BEFORE PROCEEDING. UNLESS OTHERWISE INDICATED, JOINT WIDTH SHALL BE: -CERAMIC TILES: 1.5 - 3 MM. -VITRIFIED TILES: 3 - 5 MM. -QUARRY TILES: 6 - 12 MM. MAKE FLOOR TO WALL JUNCTIONS LEVEL. GRADE WET AREA FLOORS TO SHED WATER TO DRAIN GRATES. GRADE SILLS AND HOBS TO SHED WATER TO OUTER EDGES. MAINTAIN FINISHED FLOOR LEVEL AT JUNCTIONS WITH ADJACENT WORK. UNLESS OTHERWISE INDICATED, FALLS SHALL BE: -WET AREAS: 1 IN 100. -SHOWERS: 1 IN 60. ENSURE SUBSTRATES FULLY CURED AND PREPARED TO PREVENT DAMAGE OF LOSS OF PERFORMANCE TO MEMBRANE BEFORE COMMENCING. FULLY BOND SEAMS AND EDGES. WHERE REQUIRED FOR PRODUCT WARRANTIES, ARRANGE FOR MANUFACTURER'S REPRESENTATIVE TO INSPECT WORK IN PROGRESS. SELECT AND LAY TILES TO ENSURE EVEN DISTRIBUTION OF COLOUR AND PATTERN. KEEP TILES FOR ADHESIVE FIXING DRY. SOAK POROUS TILES FOR MORTAR BEDDING AND DRAIN FREE WATER BEFORE LAYING. FINISH CORNERS WITHOUT EXPOSED EDGES WHERE PRACTICAL. MAKE EDGES AT DOORWAYS CONCEALED UNDER CLOSED DOOR. FINISH EDGES WITH METAL ANGLES. PROTECT FRESH WORK FROM TRAFFIC UNTIL FULLY CURED AND HARDENED. INCLUDE VENTILATED TILES TO FULLY ENCLOSED BATHS. INCLUDE COLOURED SEALANT AROUND PENETRATIONS TO MATCH ADJACENT GROUT. DO NOT GROUT CONTROL JOINTS OR AROUND PENETRATIONS ALL PAINTING COMPLY WITH MANUFACTURERS SELECTION & INSTALLATION INSTRUCTIONS AND THE FOLLOWING CODES:AS 2311. FOR WET AREAS PROVIDE PAINTS RESISTANT TO MOULD GROWTH BUT NON TOXIC TO HUMANS. EACH PAINT SYSTEM SHALL CONSIST OF NOT LESS THAN THREE COATS, ENSURE SATISFACTORY OPACITY. FILLERS & PUTTIES SHALL BE APPROPRIATE AND COMPATIBLE WITH SUBSTRATE AND PAINT. DO NOT THIN OR DILUTE PAINTS. SEAL POROUS SURFACES,AND PRIME GENERALLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SPOT PRIME FILLING APPLIED AFTER INITIAL PRIMING. ENSURE SURFACE SCREWS, NAILS ARE FINISHED BELOW THE SURFACE AND FILLED FLUSH.
SHEET NO. A000 A100 A101 A102 A110 A200 A201 A203 A300 A301 A400 A401 A410 A411 A412 A413 A414 A500 A501 A502 A503 A504 A505 A506 A507 A600 A900
SHEET NAME COVER PAGE EXISTING SITE PLAN EXISTING SITE DESCRIPTION PLAN PROPOSED SITE PLAN DEMOLITION PLAN LOWER FLOOR PLAN GROUND FLOOR PLAN ROOF PLAN LOWER GROUND REFLECTED CEILING PLAN GROUND FLOOR REFLECTED CEILING PLAN ELEVATIONS ELEVATIONS INTERNAL ELEVATIONS INTERNAL ELEVATIONS INTERNAL ELEVATIONS INTERNAL ELEVATION - KITCHEN KITCHEN ISLAND BENCH SECTIONS SECTIONS SECTIONS RAMP SECTION STAIR 1 DETAILS STAIR 2 DETAILS BALCONY DETAILS LETTER BOX DETAIL ROOF DETAILS SCHEDULES
POS
SINGLE STOREY WHITE WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
146
LEGEND SECTION LINE SHEET
POS
12 DOUBLE STOREY WHITE WEATHER BOARD, GABLE ROOF
1
DETAIL REFERENCE SHEET
POS
148 FLOOR WASTE
FW
CEILING ACCESS PANEL
AP
POS
EXISITING RETAINING WALLS
HW
DOOR NUMBER
W01
WINDOW NUMBER
2700
8-10
11
O
K
S
EXISTING RETAINING WALLS
L
9
E
141 IPE RP WE
M OR
D
R TE WA
A
ST
DOUBLE STOREY WHITE RENDERED BRICK, PARAPET
E PIP
DOUBLE STOREY EXPOSED REDBRICK, HIP ROOF
O
DOUBLE STOREY WHITE RENDERED BRICK, PARAPET
SE
R
LIN ITE TS EC BJ SU
RY DA UN BO E
7
SINGLE STOREY CREAM PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
5 FLORA GROVE SINGLE STOREY WHITE PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
THE BOULEVARD
SINGLE STOREY WHITE RENDERED BRICK, HIP ROOF, ARTDECOR
139
SINGLE STOREY WHITE RENDERED BRICK, HIP ROOF
137 1 0004
EXISTING SITE PLAN SCALE 1 : 200
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
FURNITURE & EQUIPMENT CODE
EXISITING RETAINING WALLL
Y
CEILING HEIGHT ABOVE FLOOR LEVEL
WALL & JOINERY FINISHES CODE
S PO
SINGLE STOREY CREAM PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
C
143
TE RE NC CO G TIO TIN PA IS EX
L
FINISHED FLOOR LEVEL TO AHD
PARTITION TYPES
POS
EXISTING DOUBLE BRICK RETAINING WALL & CONCRETE SLAB (HOUSE DEMOLISHED)
HOTWATER SEVICE AS SPECIFIED
D01
FFL 01
SINGLE STOREY WHITE PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
ELEVATION VIEW
POS
SINGLE STOREY WHITE WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
146
LEGEND
POS
12
SECTION LINE SHEET
POS
148
1
ELEVATION VIEW DETAIL REFERENCE SHEET
POS FLOOR WASTE
FW
CEILING ACCESS PANEL
AP HW
8-10 SINGLE STOREY WHITE PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
POS
EXISTING DOUBLE BRICK RETAINING WALL & CONCRETE SLAB (HOUSE DEMOLISHED)
9
RY DA UN BO E
LIN ITE TS EC BJ SU
SINGLE STOREY CREAM PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
5 FLORA GROVE SINGLE STOREY WHITE PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
THE BOULEVARD
139 1 0004
SITE DESCRIPTION PLAN SCALE 1 : 200
SINGLE STOREY WHITE RENDERED BRICK, HIP ROOF
137
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
FURNITURE & EQUIPMENT CODE
DOUBLE STOREY EXPOSED REDBRICK, HIP ROOF
SINGLE STOREY WHITE RENDERED BRICK, HIP ROOF, ARTDECOR
WINDOW NUMBER
WALL & JOINERY FINISHES CODE
141
7
W01
PARTITION TYPES
DOUBLE STOREY WHITE RENDERED BRICK, PARAPET
S PO
SINGLE STOREY CREAM PAINTED WEATHER BOARD, GABLE ROOF, CALIFORNIAN BUNGALOW
DOOR NUMBER
2700
TE RE NC CO G TIO TIN PA IS EX
11
D01
FFL 01
143
HOTWATER SEVICE AS SPECIFIED
LEGEND
SEWER PIPE
SECTION LINE SHEET R PIPE STORM WATE
1
1.8 m TIMBER PALING
BOUNDARY 142°10 ' 00" 6.97m
1.8 m TIMBER PALING
4221.8
EXISTING RETAINING WALL
DETAIL REFERENCE SHEET
BOUNDARY LINE
BOUNDARY 142°10 ' 00" 19.97m
EXISTING RETAINING WALL
FLOOR WASTE
FW
CEILING ACCESS PANEL
AP HW
POS
RWT
OUTLINE OF PROPOSED PROPOSED DWELLING FOR 6 LOCKSLEY ROAD
BO UN DA RY 26 5°4 9' 3 0" 34 .88 m
1.8 m BRICK FENCE
1805.0
BALCONY
EXISTING POOL BELOW
8 LOCKLEY ROAD PROPOSED DWELLING
OUTLINE OF PROPOSED PROPOSED DWELLING FOR 10 LOCKSLEY ROAD
FFL 21.75
SLAB FOR RWT
TREE TO BE REMOVED
FFL 17.87
m " 41.17 0 0 ' 2 3 305° DARY N U O B
2875.0
CE Y FEN ONAR S A M 1.1m
.55m 00" 20 ' 2 3 ° 5 30 DARY BOUN 1000
ENCE NRY F MASO PLANTER BOX FENCE 1.1m MASONARY
Y E L S K C L O
A900
SCALE 1 : 100
WINDOW NUMBER
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL
D A R O
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
RWT
SITE PLAN
W01
PARTITION TYPES
FFL 21.55
1
DOOR NUMBER
2700
GARAGE
18' 00" 26.67m BOUNDARY 315°
HOTWATER SEVICE AS SPECIFIED
D01
FFL 01
FFL 21.70
ELEVATION VIEW
LEGEND
BOUNDARY 142째 10' 00"
EXISTING RETAININED WALLS TO BE RETAINED AND REINFORCED CONFIRM ON SITE
SECTION LINE SHEET
19.97 m EXISTING RETAININED WALLS TO BE DEMOLISHED AND RE CONSTRUCTED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
1
ELEVATION VIEW DETAIL REFERENCE SHEET
FLOOR WASTE
FW
REMOVE SECTION OF RETAINING WALL TO ACCOMODATE PROPOSED STAIRS
HW
FFL 17.870
EXISITING POOL FENCE TO BE REMOVED AND NEW PROPOED FENCE INSTALLED IN ACCORDACE WITH AS 1926.1-2012
HOTWATER SEVICE AS SPECIFIED
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
EXISTING CONCRETE PATIO TO BE RETAINED
2700
PAVED PATIO
CEILING ACCESS PANEL
AP
EXISITING CONCRETE PATIO
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
POOL EXISTING POOL TO BE RETAINED
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
DEMOLITION NOTES EXTENT OF DEMOLITION OF WALLS, DOORS, JOINERY AND FIXTURES SHOWN DASHED. MAKE GOOD WALLS AND CEILINGS TO REMAIN. ALL DEMOLITION WORKS TO BE IN ACCORDANCE WITH AS 2436 & AS 2601. DEMOLITION WORKS SHALL OCCUR WITH MINIMUM DISRUPTION TO THE DAILY ACTIVITIES OF BUILDING OCCUPANTS. PUBLIC AREAS SHALL BE KEPT FREE OF DEBRIS AND DUST AT ALL TIMES.
25.66 m
229째 19' 08"
10 LOCKSLEY
BOUNDARY
REDUCE AND RESTRICT DUST GENERATED BY DEMOLITION WORKS TO A PRACTICAL MINIMUM. PROTECT PROPERTY WHICH IS TO REMAIN, FROM DAMAGE. USE APPROPRIATE MEANS INCLUDING SHORING, PROTECTIVE SCREENS AND THE LIKE.
SUBJECT SITE 8 LOCKSLEY EXISITING CONCRETE FLOORING TO BE RETAINED
DEMOISH WALLS TOTHE EXTENT OF 8 LOCKSLEY ONLY
BUILDER TO SITE CHECK AND CONFIRM EXTENT & CONDITION OF FLUSH PLASTERBOARD CEILINGS TO COMMON/CORE AREA & REPORT BACK TO DESIGNER PRIOR TO DEMOLITION
EXISTING RETIAINING WALLS TO BE DEMOLISHED AND RECONSTRUCTED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
ENSURE ALL SERVICES ARE DISCONNECTED PRIOR TO DEMOLITION REMOVE AND DISPOSE OF ALL EXPOSED REDUNDANT WIRING AND SERVICES SEAL MECHANICAL SERVICES TO PREVENT DUST PENETRATION INTO THE MECHANICAL SYSTEM FLOOR FINISHES TO BE REMOVED TO EXTENT SHOWN ON DRAWINGS
EXISITING CONCRETE SLAB
REFER TO SERVICES SCOPE OF WORKS AT ALL TIMES FOR EXTENT OF WORKS AND DETAIL OF EXISTING SERVICES TO BE REMOVED
FFL 18.260
19.66 m
49째 19' 23"
RETAIN EXISTING WALLS TO NO.10 PROPERTY AND STRUCTURALLY REINFORCE TO ENGINEERS DETAIL.
BOUNDARY
THE CONTRACTOR TO BE RESPONSIBLE FOR CONTROL OF THE EARLY WARNING FIRE ALARM ON SITE DURING THE COURSE OF CONSTRUCTION FROM COMMENCEMENT TO PRACTICAL COMPLETION THE CONTRACTOR IS TO COMPLETE ALL BUILDING ACCESS & FIRE ALARM 'SHUT DOWN' REQUIREMENTS TO THE APPROVAL OF THE BUILDING MANAGER. ANY FALSE ALARM CALL OUTS BY THE MFESB, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REMOVE ALL DEMOLISHED MATERIAL FROM LEVELS WHICH WORK OCCUR AND REMOVE FROM SITE AT IRREGULAR INTERVALS ALLOW TO RETAIN EXISTING CEILING MOUNTED SERVICES, WHERE NEW CEILING TO BE INSTALLED, FOR REVIEW BY SERVICES ENGINEER. (REFER ELECTRICAL, MECHANICAL & FIRE SERVICES REMOVE ALL FIRE EXTINGUISHERS FOR RE-USE CO-ORDINATE ALL WORKS WITH BUILDING MANAGEMENT. EXTENT OF DEMOLITION INDICATIVE ONLY. BUILDER TO ALLOW FOR ALL WORKS NECESSARY TO ACHEIVE NEW WORKS. BUILDER AND BUILDER'S SUBCONTRACTORS TO INSPECT DURING TENDER AND WILL BE DEEMED TO HAVE ALLOWED FOR SUCH WORKS FLOOR PROTECTION - (CARPET) TENDER IS TO ALLOW FOR PROTECTION OF CARPETS (FOR DURATION OF FIT OUT WORKS) WITH A SOLAR WEAVE MEMBRANE FIXED IN APPROPRIATE MANNER AND ENSURE THAT IT IS ADEQUATELY MAINTAINED DURING THE CONSTRUCTION PERDIOD.
RY A D N BOU 0" 2' 0 305째 3 m 20.55
LEGEND 17475 1510
300
924
1130
1.8 m TIMBER PALING
90
9655
3900
1035
1248
90 550 90
D 5390
90
90
LIVING 5730
90
1620
LIVING
90
4074
W
SECTION LINE SHEET
51
2628
2746
1587 1
W
90
2516
90
5496
LIVING
90
CABANA
HW
B4
B4
B4
WT-05
140
3900
D02 LGF
COL.
B3
COL.
924
SNK-01
OV-01
FR-01
DW-01
ACOUSTIC INSULATION TO CLIENT SPECIFICATION
PROPOSED 300 THICK RETAINING WALLS IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS DRAWINGS AND SPECICATIONS
D10 LGF
BUTLERS TF-01
RANGE TO BE DUCTED OUTSIDE THROUGH LAUNDRY WALL
273 3550
W 3815
DRYER - REFER TO SCHEDULE DISHWASHER - REFER TO SCHEDULE EXISTING CONCRETE FRIDGE HOT WATER SERVICE OVEN RAINWATER TANK - REFER TO SCHEDULE SHOWER - REFER TO SCHEDULE KITCHEN SINK - REFER TO SCHEDULE BUTLERS SINK - REFER TO SCHEDULE LAUNDRY SINK - REFER TO SCHEDULE TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. TF-02 TIMBER DECKING - TYPICAL TIMBER SUB FLOOR - TO STRUCTURAL ENGINEERS DRAWINGS. TL-02 TILE FLOORING - OUTDOOR TILES ON CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS. WHB-01 WASH HAND BASIN - REFER TO SCHEDULE WM WASHING MACHINE - REFER TO SCHEDULE
265 2455
2700 CL
B4
90
TANKING TO RETAINING WALL TO CIVIL ENGINEERS DESIGN AND DETAIL. PROVISIONS FOR DRAIN TO REAR BASE OF WALL. DRAIN TO CONNECT TO EXISITING SEWER TO BE CONCEALED BELOW FLOOR/GROUND
820
WALL TYPE LEGEND
2300 CL WT-02
REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
90
SNK-02
COL.
WT-02
COL.
WT-01
90
1620
90
4350
90
4350
90
1903
825
90
2372
90
KITCHEN 1620
90
1200
90
3060
90
2728
5839
90
1577
5337
BUTLERS
90
704
90 54 90 1690
5496
165
EXISTING CABANA ROOM
OVERALL
2 A500
1 A501
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
7405
20270
1 A503
DESCRIPTION
DRY DW-01 EX-CO FR-01 HWS OV-01 RWT SHR SNK-01 SNK-02 SNK-03 TF-01
90 TF-01
2400 CL OV-01
REF
WT-02
50mm STEPDOWN FOR SHOWER
STORAGE
7739
KITCHEN 2372
WT-02
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
FIXTURE AND FINISHES SCHEDULE
FFL 17.870
DP
KITCHEN TF-01
BUTLERS
CONC. SLAB BELOW RWT
COL.
D07 LGF
WT-02
92
COL. B7
COL.
1339
SHR
BATH
RWT
A505
EXISTING CABANA ROOM
1335
2700 CL
WT-04
WHB-01
WT-03
2700 CL
5
TF-01
BATH-1 TF-01
2700 CL
9367
MDF PELMET FOR BLINDS
MEDIA ROOM
B4
TF-01
COMPOST BINS
COL.
D09 LGF
D08 LGF
820
WT-05
90
MDF PELMET FOR BLINDS
FIXED WINDOW
COL.
LAUNDRY DRY
W01 FF
B5
1860
DINNING
3253
LAUNDRY
2650 CL
CHANGE OF CEILING HEIGHT
WM
FIXED WINDOW
B4
720
BUTLERS 1608
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
COL. B4
WT-05
BULKHEAD 2350
14195
TF-01
3252
ABBREVIATIONS
90
B4
1200
COL.
B8
820
COL.
90
WT-05
WT-05
90
COL.
B4
COL.
W02 FF
DINING
1614
D 6432
B3
D01 LGF
BULKHEAD 2350
SNK-03
1440
CEILING FINISHES CODE
7641
B3
3600
B6
B4
7641
FFL 18.700
COL.
D03 LGF
820 B3
COL.
30090
CL-01
FURNITURE & EQUIPMENT CODE
3600
GAS FIREPLACE
EXISITING POOL
MDF PELMET FOR BLINDS
LIVING
6432 DINNING / LIVING
9685
W
1000
WT-05
1.8 m BRICK FENCE
8850
3828 1980 2605
2700 CL
B4
WT-05 DP
7851
FLOOR & ROOF FINISHES CODE
WALL & JOINERY FINISHES CODE
W03 FF
SCALE 1 : 50
TF-01
TF-01
W04 LGF
HWS
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
LIVING
COL.
FINISHED FLOOR LEVEL TO AHD
EX-CO
1244
WT-05
1758
FFL 17.870
2700
FFL 18.014
A900
WINDOW NUMBER
EXISITING CONCRETE PATIO
COL.
TL-02
LOWER GROUND FLOOR PLAN
W01 FFL 01
WT-05
B5 MDF PELMET FOR BLINDS
COL.
1
DOOR NUMBER
820
DP
90
COL.
HOTWATER SEVICE AS SPECIFIED
D01
STAIR 1058
1000
3357
OUTLINE OF FLOOR ABOVE
1 A502
CEILING ACCESS PANEL
AP
STAIR
772
DECKING TF-02 FFL 18.650
2 A502
FLOOR WASTE
FW
COL.
ELEVATION VIEW DETAIL REFERENCE SHEET
3954
7168
STAIR
900
6010
820 D
2795
INTERNAL WALLS 90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERWISE. PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED BY AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
17463 1785
OVERALL
6060 544
900
1071
W
90
910
1140
W
3420
90
90
715
2600
W
90
BED 1 3420
90
910
840
4350
LEGEND
9630 1328
2100
D
1892
810
W
90
4695
90
90
4695
90
SECTION LINE SHEET
770
W
3405
2730
MASTER BED
1
90
6135
DETAIL REFERENCE SHEET
90
BED 2
50mm STEP DOWN FOR SHOWER W14 GF
FLOOR WASTE
FW
ALUMINIUM LOUVER SCREENS
W13 GF
ELEVATION VIEW
W12 GF
CEILING ACCESS PANEL
AP
90
AWNING MDF PELMET FOR BLINDS
WC
BAT-01
BED 1 CA-01 2500 CL
D18 GF
720
2500 CL
LINEN
6304 2500 CL
GATE
FFL 20.450
5560
WIR
2179
MDF PELMET FOR BLINDS W07 GF
50mm STEPDOWN FOR SHOWER
DP 820
AWNING
WT-04
W08 GF
ENSUITE
BINS
AWNING
240
1
COL.
COL.
150
343
COL.
D06 GF
W05 GF
W06 GF
1020
FIXED WINDOW
DRIVEWAY SLAB TO FORM LID OVER BUTLERS PANTRY.
D04 GF
888
OUTLINE OF ROOF OVER
RAMP UP REFER DRAWING A503 FOR DETAILS
1755
WALL TYPE LEGEND
WT-05
REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
TF-02
COL.
RETAINING WALL TO BUTLERS PANTRY BELOW
90
WT-01
4695
90
3405
90
MASTER BED 240
6060 870
GROUND FLOOR PLAN
90
GARAGE 4970
4695
560
GARAGE DOOR 6160
38
2174
157
W 2137
150
1741 D
2351
90
1690
1228
700
150
W
165
2640
1550
90
2640
3610
2 A500
90 700 W
6250
OVERALL
1 A503
165
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WIR / ENSUITE
17463
SCALE 1 : 50
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
COL.
FFL 21.700
COL.
FFL 18.260
A505
A500
820
PF1
10 LOCKSLEY SLAB LEVEL
4
2505
WT-05
D17 GF
BATH TUB CARPET FLOORING-ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS CONCRETE SLAB - TO STRUCTURAL ENGINEERS DRAWINGS. SHOWER - REFER TO SCHEDULE TIMBER DECKING - TYPICAL TIMBER SUB FLOOR - TO STRUCTURAL ENGINEERS DRAWINGS. TILE FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. SELECTED TOILET - REFER TO SCHEDULE WASH HAND BASIN - REFER TO SCHEDULE
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
90
820 MDF PELMET FOR BLINDS
LOBBY
4589
90
TL-01
D15 GF
FFL 21.750
2017
ENSUITE
90
VO ID
WT-03
GARAGE
6005
H2
820 WC
LOBBY TL-01
DESCRIPTION
ABBREVIATIONS
90
7905
D16 GF
WC WHB-01
9032
2500 CL
MASTER BED
1500
SHR
B4
4990
MASTER BED CA-01
90
B9
GARAGE
90
D14 GF
A500
25390
SHR TF-02
4729
OVERALL
B4
2500 CL
MASTER BED 5230
WIR CA-01
2700 CL
250
CO-01
3800 CL
ACOUSTIC INSULATION TO CLIENTS SPECIFICATION
493
OVERALL
AIR
BAT-01 CA-01
90
LOUNGE CA-01
3081
90
AWNING
14444
MDF PELMET FOR BLINDS
14154
FIXED WINDOW
COL.
90
COL.
REF
WT-04
854
D05 GF
FIXTURE AND FINISHES SCHEDULE 90
D20 GF
1
1143
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
W09 GF
W10 GF
3800 CL
1750
CL-01
FURNITURE & EQUIPMENT CODE
90
2500 CL
FFL 21.600
0004
FLOOR & ROOF FINISHES CODE
ALUMINIUM LOUVER SCREENS
BED 2 CA-01
CO-01
1
TF-01
TL-01
WT-03
CEILING HEIGHT ABOVE FLOOR LEVEL
1000
ACOUSTIC INSULATION TO CLIENTS SPECIFICATION
THERMAL INSULATION ASPER ENERGY REPORT FOR EXTERNAL WALLS
1 A502
FINISHED FLOOR LEVEL TO AHD
2488
D13 GF
WT-04
17541
BALCONY TF-02
820
2150
2 A502
WINDOW NUMBER
PARTITION TYPES
W11 GF
ROBE
BED 2
3365
W15 GF
820
ROBE
MDF PELMET FOR BLINDS
ROOF OVER FIREPLACE CHIMNEY/FLUE
1700 ROBE 2090
ALUMINIUM LOUVER SCREENS
W
1000
90 510 90
D12 GF D19 GF
W01
W
D11 GF
3280
DOOR NUMBER
2700
720
HOTWATER SEVICE AS SPECIFIED
D01
FFL 01
2630
WT-04
WHB-01
2500 CL
2782
A506
WT-04
BATH
2
BATH-2
90
5250
2 A501
HW
SHR AWNING
ACOUSTIC INSULATION TO CLIENTS SPECIFICATION
BED 1
3600
2499
DP
AWNING
FIXED WINDOW
90
WT-04
765
INTERNAL WALLS 1 A501
90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERWISE. PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED BY AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
17475
1785
LEGEND 15690
SECTION LINE SHEET
1
ELEVATION VIEW DETAIL REFERENCE SHEET
DP FLOOR WASTE
FW
CEILING ACCESS PANEL
GT-01
AP
400mm WIDE BOX GUTTER
HW D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
6304
1.0° FALL
HOTWATER SEVICE AS SPECIFIED
FINISHED FLOOR LEVEL TO AHD
2700
CEILING HEIGHT ABOVE FLOOR LEVEL
RO-02
PARTITION TYPES
AREA: 38.89m²
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
OUTLINE OF WALLS BELOW
450
WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE COL.
14154
22.5° FALL
COL.
DP
FIXTURE AND FINISHES SCHEDULE REF
1.0° FALL L6
22.5° FALL
22.5° FALL
L6
RO-02 RO-01
AREA: 34m²
AREA: 60.81m²
DP
ABBREVIATIONS ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
22.5° FALL
400mm WIDE BOX GUTTER
RO-02 AREA: 29.57m²
COL.
6270
1 TP 05
FIRST FLOOR ROOF PLAN SCALE 1 : 50
RAINWATER GOODS-RAINWATER HEAD METAL ROOFING COLOURBOND 'MONUMENT'ON BATTENS MAX 600 CTRS ON ROOF TRUSS METAL ROOFING COLOURBOND 'MONUMENT'ON GRADED BATTENS MAX 600 CTRS ON RAFTERS
5560
1.0° FALL
RO-02
400mm WIDE BOX GUTTER
GT-01
GT-01 RO-01
DESCRIPTION
COL.
4695
6390
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
LEGEND SECTION LINE SHEET
1
ELEVATION VIEW DETAIL REFERENCE SHEET
M
PWR + TV + DATA
M
FLOOR WASTE
FW
ACOUSTIC CEILING INSULATION TO CLIENTS SPECIFICATIONS.
CEILING ACCESS PANEL
AP HW
5730 LIVING
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
2700 CL
HOTWATER SEVICE AS SPECIFIED
FINISHED FLOOR LEVEL TO AHD
2700
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
DOUBLE GPO IN FLOOR BOX
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
M
FURNITURE & EQUIPMENT CODE ACOUSTIC CEILING INSULATION TO CLIENTS SPECIFICATIONS.
ACOUSTIC CEILING INSULATION TO CLIENTS SPECIFICATIONS. M
BULKHEAD 2350
3252
PD-01
B
M
EF
KITCHEN
2400 CL
B
5496
PWR + TV + DATA
SINGLE GPO EXT
TEL
TELEPHONE/FAX
INT
INTERNET
LE GRAND ARTEOR INTERNET & PHONE SOCKET LE GRAND ARTEOR INTERNET & PHONE SOCKET
STORAGE
B
PWR + TV + DATA
2700 CL 1643
950
1125
2700 CL
VO ID
BULKHEAD 2150 B
DOUBLE GPO LEGRAND EXCEL LIFE ELECTRONIC PUSH - BUTTON DIMMER
EXTERNAL GPO
2400 CL
2700 CL
ELECTRICITY METER
2700 CL BATH-1
B
LAUNDRY
SWITCHBOARD
SW
MEDIA ROOM
2650 CL DIM
2400 CL
2650 CL
2700 CL
3550
EF
BULKHEAD 2350
DINING
ELETRICAL
DATA
SD
SMOKE DETECTOR POWER TO DISHWASHER TO MANUFACTURER'S SPECIFICATION
BUTLERS
2300 CL SUSPENDED CEILING
1724 B
POWER TO OVEN/RANGEHOOD TO MANUFACTURER'S SPECIFICATION
750
1724 B
LE GRAND EXCEL LIFE POWER + DATA + TV SOCKETS
DATA
693
1125
TELEVISION AERIAL
SWITCH - ONE POLE
B CONCEALED LED STRIP LIGHTING UNDERSIDE OF WALL CABINETS
SWITCH - TWO POLE DIMMER SWITCH
DIM
LE GRAND EXCEL LIFE ELECTRONIC PUSH BUTTON DIMMER
SHT
SHUTTER SWITCH
LE GRAND ARTEOR SHUTTER SWITCH
TWO WAY SWITCH
2 WAY
MOTION SENSOR
2 0004
LOWER GROUND FLOOR REFLECTED CEILING PLAN SCALE 1 : 50
EF
EXHAUST FAN
EF-01
EXHAUST FAN
F01
CEILING FAN
A
LED Ceiling Recessed Adjustable Downlight
B
LED Ceiling Recessed Downlight
M
LED Wall Mounted Downlight
IXL TASTIC ORIGINAL 3 IN 1 BATHROOM HEATER
S
LED Tube Light Ceiling Mounted
PD-01
PENDANT LIGHT On Individual Circuit with Dimmer Selected Pendant Light - Refer to Client
PD-02
PENDANT LIGHT Selected Pendant Light - Nominal 1m in Dia. - Refer to Client
LEGEND SECTION LINE SHEET
1
ELEVATION VIEW
BED 1
2500
1250
B
PWR + TV + DATA
1370
2400
2220
BATH-2
600
2500
838
HW
410
410
B
600
DOOR NUMBER
B
W01
WINDOW NUMBER
644
600
2500 B
600
2500
B
CL-01
CEILING FINISHES CODE
FURNITURE & EQUIPMENT CODE
600 B
B
600 1320
1320
ELETRICAL
WIR
2500
B
B
CL-01
MASTER BED
B
2500
SWITCHBOARD
SW
1090
S
1434
2300
B
1895
3171
1000
3800
505
PWR + TV + DATA
600
4695 LOUNGE CL-01
ELECTRICITY METER
M
CL-01
2700
627
EF
600
B
4695
B
ENSUITE
2500 CL-01
1387
VO ID
B
TELEPHONE/FAX
TEL
LE GRAND ARTEOR INTERNET & PHONE SOCKET
B
INTERNET
INT
LE GRAND ARTEOR INTERNET & PHONE SOCKET
PWR + TV + DATA
4589 S
SINGLE GPO EXT
EXTERNAL GPO
PD-02
CL-01
DOUBLE GPO LEGRAND EXCEL LIFE ELECTRONIC PUSH - BUTTON DIMMER
2500
1895
3017 GARAGE
4005
FLOOR & ROOF FINISHES CODE
WALL & JOINERY FINISHES CODE
B
3030
CEILING HEIGHT ABOVE FLOOR LEVEL
TF-01
CL-01
CL-01 B
FINISHED FLOOR LEVEL TO AHD
PARTITION TYPES
1012
2550
BED 2
2700
B
2165
600
FFL 01
644
2367
600
B
HOTWATER SEVICE AS SPECIFIED
D01
CL-01 B
CEILING ACCESS PANEL
AP
CL-01
600
FLOOR WASTE
FW EF-01
1250
B
600
DETAIL REFERENCE SHEET
TELEVISION AERIAL
LE GRAND EXCEL LIFE POWER + DATA + TV SOCKETS
DATA
DATA
SD
SMOKE DETECTOR
LOBBY
1000
POWER TO DISHWASHER TO MANUFACTURER'S SPECIFICATION
3800
POWER TO OVEN/RANGEHOOD TO MANUFACTURER'S SPECIFICATION SWITCH - ONE POLE SWITCH - TWO POLE
M
M
DIM
DIMMER SWITCH
LE GRAND EXCEL LIFE ELECTRONIC PUSH BUTTON DIMMER
OUTLINE OF ROOF OVER SHT
SHUTTER SWITCH
LE GRAND ARTEOR SHUTTER SWITCH
2 WAY
TWO WAY SWITCH MOTION SENSOR
2 0004
GROUND FLOOR REFLECTED CEILING PLAN SCALE 1 : 50
EF
EXHAUST FAN
EF-01
EXHAUST FAN
F01
CEILING FAN
A
LED Ceiling Recessed Adjustable Downlight
B
LED Ceiling Recessed Downlight
M
LED Wall Mounted Downlight
IXL TASTIC ORIGINAL 3 IN 1 BATHROOM HEATER
S
LED Tube Light Ceiling Mounted
PD-01
PENDANT LIGHT On Individual Circuit with Dimmer Selected Pendant Light - Refer to Client
PD-02
PENDANT LIGHT Selected Pendant Light - Nominal 1m in Dia. - Refer to Client
LEGEND SECTION LINE SHEET
RO-01
W16 FF
24750 RL
800
PARAPET (H2)
25550 RL
800
CLERESTORY CL (H2)
1
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
ELEVATION VIEW DETAIL REFERENCE SHEET
24250 RL
500
GROUND FLOOR CL (H2)
PA-01
500
? PA-02
DP
DP W09 GF
W10 GF
W12 GF
D05 GF
W13 GF
DP FLOOR WASTE
FW
W14 GF
2500
2500
2500
CEILING ACCESS PANEL
AP
ALUMINIUM LOUVER SCREEN
HOTWATER SEVICE AS SPECIFIED
HW D01
DOOR NUMBER
W01
WINDOW NUMBER
TIM-01 CD-01 TIM-01
TIM-01
CD-01
TIM-01
TIM-01
W01 FF
W02 FF
FINISHED FLOOR LEVEL TO AHD
2700
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
D02 LGF
D03 LGF
830
18700 RL
17870 RL
LOWER GROUND CL (H2)
HWS
1000
EX. POOL DECK (H2)
RL 21400
FFL 01
G-01
830
LOWER GROUND FFL (H2)
GROUND FLOOR FFL (H2)
TIM-01
1570
2400
FT-01
2700
TIM-01
7680
350
21400 RL
RL 21750
2700
LOWER GROUND CL (H2)
CD-01
2700
21750 RL
350
GROUND FLOOR FFL (H2)
7680
G-01
G-01
RL 18700
LOWER GROUND FFL (H2)
RL 17870
EX. POOL DECK (H2)
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
EX-CO NATURAL EXISTING GROUND LINE PROPOSED GROUND LINE
FIXTURE AND FINISHES SCHEDULE REF
NORTH EAST ELEVATION
1
CD-01 EX-CO FT-01 G-01 HWS PA-01 PA-02 RO-01
SCALE 1 : 50
RWT ST-01 TIM-01
DESCRIPTION TIMBER CLADDING EXISTING CONCRETE CLEAR GLASS DOORS/WINDOWS/BALUSTRADE HOT WATER SERVICE PAINT DULUX-LEAD PAINT DULUX-NATURAL WHITE METAL ROOFING COLOURBOND 'MONUMENT'ON BATTENS MAX 600 CTRS ON ROOF TRUSS RAINWATER TANK - REFER TO SCHEDULE STONE CRAZY PAVING TIMBER FINISH
RO-01
25550 RL
21750 RL
LOWER GROUND CL (H2)
21400 RL
800 W11 GF
TIM-01
ALUMINIUM LOUVER SCREEN G-01
ST-01
6850
GROUND FLOOR FFL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
RL 18700
LOWER GROUND FFL (H2)
RL 17870
EX. POOL DECK (H2)
DP
TIM-01
TIM-01
7680
2500
CD-01
ABBREVIATIONS
500
PA-01
TIM-01
CLERESTORY CL (H2)
2500
24250 RL
350
GROUND FLOOR CL (H2)
2400
24750 RL
W17 FF
800
PARAPET (H2)
RL 25550
500
CLERESTORY CL (H2)
D01 LGF
W03 FF
PRO POS ED W ALL ON
EX. POOL DECK (H2)
18700 RL
BOU NDA RY
G-01
G-01
830
LOWER GROUND FFL (H2)
2400
RWT
2700
CD-01
17870 RL EXISITING CONCRETE PATIO
3
SOUTH EAST ELEVATION SCALE 1 : 50
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
LEGEND SECTION LINE SHEET
1
25550 RL
PA-02
DP
800
24250 RL
TIM-01
PA-01
DP
500
GROUND FLOOR CL (H2)
W20 FF
800
PARAPET (H2)
24750 RL
500
CLERESTORY CL (H2)
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
DETAIL REFERENCE SHEET
LINE OF DRIVEWAY BEHIND
ALUMINIUM LOUVER SCREEN
2500
2500
HW
ST-01
350
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
HOTWATER SEVICE AS SPECIFIED
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
FINISHED FLOOR LEVEL TO AHD
2700
944
21400 RL
6850
FFL 21.750
LOWER GROUND CL (H2)
CEILING ACCESS PANEL
AP RETAINING WALLS TO EXTEND TO UNDERSIDE OF DRIVEWAY SLAB.
21750 RL
FLOOR WASTE
FW
W15 GF
GROUND FLOOR FFL (H2)
ELEVATION VIEW
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
CD-01
2700
FIR EP LA CE CH IMN EY
TIM-01
LOWER GROUND FFL (H2) EX. LOWER GROUND FFL
CD-01
BC LL T A GW RIN U HBO EIG N ED OS P PRO
W04 LGF
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
WALL & JOINERY FINISHES CODE
G-01
18700 RL
TF-01
18260 RL
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
FURNITURE & EQUIPMENT CODE
NATURAL EXISTING GROUND LINE PROPOSED GROUND LINE PROPOSED TIMBER PAILING FENCE 1800 HIGH
1
1468
PROPOSED BRICK FENCE 1800 HIGH
1222
EXISTING RETAING WALL
4560
FIXTURE AND FINISHES SCHEDULE
NORTH WEST ELEVATION
REF
SCALE 1 : 50
CD-01 G-01 PA-01 PA-02 RWT ST-01 TIM-01
DESCRIPTION TIMBER CLADDING CLEAR GLASS DOORS/WINDOWS/BALUSTRADE PAINT DULUX-LEAD PAINT DULUX-NATURAL WHITE RAINWATER TANK - REFER TO SCHEDULE STONE CRAZY PAVING TIMBER FINISH
ABBREVIATIONS
25550 RL
24250 RL
PA-01
W05 GF
W18 FF
CD-01
TIM-01
800
GROUND FLOOR CL (H2)
800
24750 RL
W19 FF
500
PARAPET (H2)
5184
CLERESTORY CL (H2)
CD-01
PA-01
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
W06 GF
2500
D06 GF
3000
3800
3800
DP
D04 GF W07 GF
21750 RL
ST-01
1000
GROUND FLOOR FFL (H2)
W08 GF
DRIVEWAY TO GARAGE
RWT
2105 END OF PLANTER BOX
2
SOUTH WEST ELEVATION SCALE 1 : 50
1034
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
2371
REF BAT-01 DRY DW-01 FR-01 MR OV-01 SHR SNK-01 SNK-02 SNK-03 TF-01
2700
1800
1800 SHR
WC
900
1805
450 450
MIXER
18700 RL
WHB-01
1410
RL 18700
SHR
SHOWER
2371
1
LOWER GROUND FFL (H2)
1000
DR
SHOWER RAIL 950
771
40
DR
450
600
2450
1350
2700
WHB-01
SHR
860
705
960
1B
LOWER GROUND CL (H2)
MR
1860
A410 1C
WHB-01
RL 21400
WC
438
705
TL-01
1A
21400 RL
250
LOWER GROUND CL (H2)
BATH-1
LOWER GROUND FFL (H2)
TL-01 WC WHB-01 WM
900
450
BATH-1
1A
BATH INTERNAL WELEVATION
1B
BATH- 1 ELEVATION 02
1C
BATH-1 ELEVATION 03
SCALE 1 : 50
0001
SCALE 1 : 50
0001
SCALE 1 : 50
0001
SCALE 1 : 50
DESCRIPTION BATH TUB DRYER - REFER TO SCHEDULE DISHWASHER - REFER TO SCHEDULE FRIDGE MIRROR OVEN SHOWER - REFER TO SCHEDULE KITCHEN SINK - REFER TO SCHEDULE BUTLERS SINK - REFER TO SCHEDULE LAUNDRY SINK - REFER TO SCHEDULE TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. TILE FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. SELECTED TOILET - REFER TO SCHEDULE WASH HAND BASIN - REFER TO SCHEDULE WASHING MACHINE - REFER TO SCHEDULE
BATH- 1 3D SCALE
900
GROUND FLOOR CL (H2)
450 DR
21750 RL
1716
450
1120
BAT-01
816
2500
1800
BAT-01
BAT-01
502
815
2218
1599
900
RL 21750
SHR
2499
2A
BATH-2 ELEVATION 01
2B
BATH-2 ELEVATION 02
2C
BATH-2 ELEVATION 03
2D
BATH-2 ELEVATION 04
SCALE 1 : 50
0000
SCALE 1 : 50
0000
SCALE 1 : 50
0000
SCALE 1 : 50
0000
SCALE 1 : 50
SNK-01
SNK-02
922
922
922
860
580
1440
LOWER GROUND FFL (H2)
18700 RL
RL 20970
EX. GROUND LEVEL
FR-01
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
RL 18700
LOWER GROUND FFL (H2)
2270
A410 3A
600
SCALE
600
600
3B
600
860
TF-01
20970 RL
142 498
10
EX. GROUND LEVEL
BUTLERS
BATH-2 3D VIEW
DW-01
DR
900
OV-01
GROUND FLOOR FFL (H2)
900
BATH-2
OV-01
DR
SNK-02
922
922
5209
3
WC
900
480
1600
2
2500
1800
WHB-01
250 450
GROUND FLOOR FFL (H2)
DR
450
WHB-01
WC
700
BAT-01
W12 GF
SHR
450
947
WHB-01
1350
450
2C
GROUND FLOOR CL (H2)
D11 GF
450
MR
653
A410 2A
1599
RL 24250
WC
2B 2D
24250 RL
450
900
BATH-2
250 450
SHR
2499
BUTLERS
3A
BUTLERS ELEVATION-01
3B
BUTLERS ELEVATION -02
0001
SCALE 1 : 50
0001
SCALE 1 : 50
BUTLERS 3D VIEW SCALE
SCALE 1 : 50
GROUND FLOOR CL (H2)
100
552
RL 24250
435
SNK-03
685
DRY
D18 GF
16
DRY
90 600
A410
2500
SNK-03
A410
2400
4A
BED 1
2500
TF-01
900
WM
1365
900
680
LAUNDRY WM
900
1860
FIXTURE AND FINISHES SCHEDULE
1000
461
771
450
600
RL 18700
ROBE
LOWER GROUND FFL (H2)
870
D19 GF
LINEN
RL 21750
840
90
90
3420
SCALE
1610
4
LAUNDRY SCALE 1 : 50
165
BED-1 3D VIEW
3135
1010
GROUND FLOOR FFL (H2)
4A
LAUNDRY ELEVATION
0001
SCALE 1 : 50
20
3D View 18 SCALE
5
BED-1 JOINERY
16
BED-1 JOINERY ELEVATION
SCALE 1 : 50
0000
SCALE 1 : 50
NOTE : JOINERY PACKAGE SHOWN INDICATIVE ONLY. FINAL DETAILS INCLUDING SELECTION OF MATERIALS, FIXTURES AND FITTINGS TO BE PROVIDED BY CLIENT.
FIXTURE AND FINISHES SCHEDULE REF CA-01 MR SHR TL-01 WC WHB-01
21750 RL
1
450
432
900
ENSUITE 2 0000
1600 2500 40
2500
2500
SHR
SHR
685
1150
1117
ENSUITE ELEVATION 01
3
SCALE 1 : 50
0000
ENSUITE ELEVATION 02
ENSUITE ELEVATION 03
4
SCALE 1 : 50
0000
5
SCALE 1 : 50
0000
0165
SCALE
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
100
RL 24250
2400
2500
2400
2500
471
471
2500
9
8
GROUND FLOOR FFL (H2)
21750 RL
600 90
90
1440
600
2179
1440
600 90
1562
90
2359
W/R
7
SCALE 1 : 50
0000
8
W/R ELEVATION 01
0000
SCALE 1 : 50
WIR ELEVATION 02
9
SCALE 1 : 50
0000
WIR 3D VIEW
W/R ELEVATION 03
SCALE
SCALE 1 : 50
300
24250 RL
RL 24250
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
2500 800
21750 RL
800
GROUND FLOOR FFL (H2)
100 436
471
12
W07 GF
34 100 436 190 40
2500
A411 11
471
471
CA-01
WIR
MASTER BED
THR U TO
1514
471 780
GROUND FLOOR CL (H2)
2862
6
ENSUITE 3D VIEW
D16 GF
471
2179
3123
3378
3378
WIR
CA-01
600
SCALE 1 : 50
471
90
514 100
100
24250 RL
854
GROUND FLOOR CL (H2)
A411
ENSUITE ELEVATION 04
600
165
1440
7
GROUND FLOOR FFL (H2)
0
250 1350
2500 WC
SHR
2640
SCALE 1 : 50
600
450
RL 21750
WHB-01
860
GROUND FLOOR FFL (H2)
DR
GROUND FLOOR CL (H2)
0
600
900
890
0
1150
DR
WC
500
WHB-01
RL 24250
CARPET FLOORING-ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS MIRROR SHOWER - REFER TO SCHEDULE TILE FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. SELECTED TOILET - REFER TO SCHEDULE WASH HAND BASIN - REFER TO SCHEDULE
W08 GF
D16 GF
400
5
450 250
1600
2
A411
2500
4
MR
1121
2014
3
400 230230 40450
TL-01WC
450
450
ENSUITE
820
24250 RL
450
SHR
GROUND FLOOR CL (H2)
DESCRIPTION
MASTER BED JOINERY 3D SCALE
1550
10
MASTER BED JOINERY PLAN
11
MASTER BED JOINERY ELEVATION 01
12
MASTER BED JOINERY ELEVATION 02
0000
SCALE 1 : 50
0000
SCALE 1 : 50
SCALE 1 : 50
NOTE : JOINERY PACKAGE SHOWN INDICATIVE ONLY. FINAL DETAILS INCLUDING SELECTION OF MATERIALS, FIXTURES AND FITTINGS TO BE PROVIDED BY CLIENT.
FIXTURE AND FINISHES SCHEDULE REF CA-01
863
CLERESTORY CL (H2)
290
LOUNGE
1360 850
2221
2
3800
3083
CA-01 A412
RL 21750
863
GROUND FLOOR FFL (H2)
DR
DR
7
DR
DR
A412
DR
DR
DR
DR
2221 3081
1
CARPET FLOORING-ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS
1300
RL 25550
DESCRIPTION
LOUNGE JOINERY PLAN SCALE 1 : 50
2 0000
RL 18700
LOWER GROUND FFL (H2)
1813
LOUNGE JOINERY ELEVATION
LOUNGE JOINERY ELEVATION
SCALE 1 : 50
SCALE
8
STAIR JOINERY PLAN SCALE 1 : 50
7 0001
STAIR JOINERY ELEVATION
STAIR JOINERY 3D VIEW
SCALE 1 : 50
SCALE
1577 LOWER GROUND CL (H2)
21400 RL
2700 1524
LOWER GROUND FFL (H2)
RL 18700
LOWER GROUND FFL (H2)
1524
1219
CA-01
D10 LGF
1524
2700
2630
A412 10
STORAGE
18700 RL
2630
STORAGE JOINERY PLAN SCALE 1 : 50
LOWER GROUND CL (H2)
5 11
4
RL 21400
5 0001
1600
STORAGE JOINERY ELEVATION 01
10
STORAGE JOINERY ELEVATION 02
11
STORAGE JOINERY ELEVATION 03
SCALE 1 : 50
0001
SCALE 1 : 50
0001
SCALE 1 : 50
STORAGE JOINERY PLAN 3D VIEW. SCALE
NOTE : JOINERY PACKAGE SHOWN INDICATIVE ONLY. FINAL DETAILS INCLUDING SELECTION OF MATERIALS, FIXTURES AND FITTINGS TO BE PROVIDED BY CLIENT.
FIXTURE AND FINISHES SCHEDULE REF CT-01 DW-01 FR-01 OV-01 RH-01 SNK-01 TF-01
DESCRIPTION COOKTOP - REFER TO CLIENT DISHWASHER - REFER TO SCHEDULE FRIDGE OVEN RANGEHOOD - REFER TO CLIENT KITCHEN SINK - REFER TO SCHEDULE TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS.
ISLAND BENCH
4
KITCHEN
A413
TF-01
2
CT-01 OV-01
90
OV-01
1200
SNK-01
90
397
30
DW-01
783
610
2
1238
4438
1
KITCHEN FLOOR PLAN
5
SCALE 1 : 25
KITCHEN PERSPECTIVE 01
3
SCALE
KITCHEN PERSPECTIVE 02 SCALE
3060
KITCHEN CL (H2)
CONCEALED RANGEHOOD INTEGRATED INTO OVERHEAD WALL CABINETRY
21100 RL
RL 21100
KITCHEN CL (H2)
RL 18700
LOWER GROUND FFL (H2)
BUT LER S
SNK-01
40
CT-01
OV-01
THR U TO
2400
OV-01
FR-01
2400
LED STRIP TASK LIGHTING CONCEALED INTO OVERHEAD WALL CABINETS
2400
1500
RH-01
DR
860
DR
LOWER GROUND FFL (H2)
0
DR
640
600
610 3060
2 0001
KITCHEN ELEVATION 01 SCALE 1 : 25
DR
DR
DR
DR
DR
DR
DR
DW-01
DR
18700 RL
DR
660
550
90
1200
90
1200
4 0001
KITCHEN ELEVATION 03 SCALE 1 : 25
NOTE : JOINERY PACKAGE SHOWN INDICATIVE ONLY. FINAL DETAILS INCLUDING SELECTION OF MATERIALS, FIXTURES AND FITTINGS TO BE PROVIDED BY CLIENT.
LEGEND SECTION LINE SHEET
FFL 26.934
COLORBOND METAL SHEET ROOF FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
ADDITIONAL STRUCTURAL FRAMING TO BE PROVIDED IN THE ROOF FRAMING FOR PENDANT LIGHT BUILDER TO CONFIRM ON SITE
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
450
450
1
DP
CD-01
GROUND FLOOR CL (H2)
350 DR
DR
DR
HOTWATER SEVICE AS SPECIFIED
HW
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
2700 440
DR
440
DR
CEILING ACCESS PANEL
AP
RWT DR
FLOOR WASTE
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
WT-03
2700
RL 24250
2700
W02 FF
KITCHEN
PARAPET (H2)
WT-02
STORAGE D07 LGF
RL 24750
DETAIL REFERENCE SHEET
2500
WT-03
LOBBY
350
21600 RL
GARAGE
CLERESTORY CL (H2)
ELEVATION VIEW
FW
W08 GF
7290
GARAGE FFL (H2)
W07 GF
D14 GF
REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS 2550
2500
PD-02
PA-01
RL 25550
3800
CD-01
500
24150 RL
800
W16 FF
500
GARAGE CL
2
A600
WT-05
800
3
A600
WT-05
FFL 25.645
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
FIXTURE AND FINISHES SCHEDULE
PILE
REF CA-01
CROSS SECTION 01
1 A201
EXISTING CONCRETE SLAB
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
CD-01 PA-01 PD-02 RO-01
AGRICULTURAL DRAIN BEHIND RETINAING WALL TO CIVIL AND DRAINAGE DRAWINGS AND SPECIFICATIONS
SCALE 1 : 50
RO-02 RWT TF-01
REINFORCED CONCRETE RETAINING WALL & FOOTING TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
TF-02
REINFORCED CONCRETE SLAB WITH TILE FINISH AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
24250 RL
1
A600
RO-02
TIMBER FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
W20 FF
BATH-2
2400
2500
WT-05
GROUND FLOOR CL (H2)
WT-05
24750 RL
WT-04
PARAPET (H2)
800
25550 RL
LOUNGE
W11 GF
D15 GF
LOBBY
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
CARPET FLOORING-ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS TIMBER CLADDING PAINT DULUX-LEAD METAL ROOFING COLOURBOND 'MONUMENT'ON BATTENS MAX 600 CTRS ON ROOF TRUSS METAL ROOFING COLOURBOND 'MONUMENT'ON GRADED BATTENS MAX 600 CTRS ON RAFTERS RAINWATER TANK - REFER TO SCHEDULE TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. TIMBER DECKING - TYPICAL TIMBER SUB FLOOR - TO STRUCTURAL ENGINEERS DRAWINGS. TILE FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS.
ABBREVIATIONS
COLORBOND METAL SHEET ROOFING AS SPECIFIED FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
RO-01
COLORBOND METAL SHEET ROOFING AS SPECIFIED FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
500
CLERESTORY CL (H2)
TL-01
DESCRIPTION
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
REINFORCED CONCRETE SLAB WITH TILE FINISH AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
21750 RL
LOWER GROUND CL (H2)
21400 RL
TIMBER FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
LIVING
D01 LGF
A500
W03 FF
WT-01
D10 LGF
REINFORCED CONCRETE RETAINING WALL & FOOTING TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
FFL 18.650
18700 RL
EX. LOWER GROUND FFL
18260 RL
TF-02
TF-01
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
60
301
LOWER GROUND FFL (H2)
440
500
DECKING PLINTH
WALL TYPE LEGEND REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
COL.
3
2400
2700
STAINLESS STEEL SPIGOT FOR HANDRAIL
1020
TL-01
CA-01
350
GROUND FLOOR FFL (H2)
7290
ALUMINIUM LOUVERS 1700 FROM FFL
LOCATION OF STUMPS AND BEARERS TO SUIT EXISTING GROUND CONDITION
SHADOW LINE EXISTING RETAINING WALL FFL 17.400
3 A500
AGRICULTURAL DRAIN BEHIND RETINAING WALL TO CIVIL AND DRAINAGE DRAWINGS AND SPECIFICATIONS
EXISITING AGRICULTURE DRAINAGE SYSTEM
DECKING DETAIL SCALE 1 : 25
TENDER ISSUE
2 A200
CROSS SECTION 02 SCALE 1 : 50
TYPICAL TIMBER SUB FLOOR, BEARERS, JOISTS, AND POSTS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
EXISTING CONCRETE SLAB
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
INTERNAL WALLS 90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERWISE. PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED BY AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
LEGEND
COLORBOND METAL SHEET ROOF AS SPECIFIED. FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
SECTION LINE SHEET
TIMBER POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES 1
ELEVATION VIEW
GROUND FLOOR CL (H2)
24250 RL
W17 FF
500
24750 RL
WT-05
PARAPET (H2)
800
25550 RL
500
CLERESTORY CL (H2)
800
RO-01 RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
DETAIL REFERENCE SHEET
FLOOR WASTE
FW
CEILING ACCESS PANEL
AP COL
21400 RL
ALUMINIUM LOUVERS 1700 FROM FFL
2500
2400
W11 GF
WIR
50 MM SETDOWN IN SHOWER FOR FALLS
7290
LOWER GROUND CL (H2)
ENSUITE
CA-01
350
21750 RL
HW
350
GROUND FLOOR FFL (H2)
6850
2500
WT-04
COL
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
HOTWATER SEVICE AS SPECIFIED
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01 2700
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL
NATURAL EXISTING GROUND LINE
MEDIA ROOM
PROPOSED GROUND LINE
W03 FF
2700
D01 LGF
2400
2700
PARTITION TYPES
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
EX. LOWER GROUND FFL
18260 RL
EX. POOL DECK (H2)
17870 RL
TF-02
TF-01
440
18700 RL
440
LOWER GROUND FFL (H2)
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
EXISITING CONCRETE PATIO
FIXTURE AND FINISHES SCHEDULE REF
EXISITING POOL
1 A200
CROSS SECTION 03
AGI DRAIN BEHIND RETAINING WALL TO CIVIL AND DRAINAGE DRAWINGS AND SPECIFICATIONS
RETAINING WALLS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
EXISTING CONCRETE SLAB
ABBREVIATIONS
COLORBOND METAL SHEET ROOFING AS SPECIFIED FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
RO-01
GROUND FLOOR CL (H2)
24250 RL
W16 FF
500
24750 RL
800
PARAPET (H2)
W16 FF
800
COLORBOND METAL SHEET ROOFING AS SPECIFIED FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
25550 RL
500
CLERESTORY CL (H2)
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
BED 1 CA-01
2400
TIMBER POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
7290
BATH-2 TL-01
350
21400 RL
D19 GF
2500
2500 LOWER GROUND CL (H2)
D11 GF
350
21750 RL
D05 GF
6850
GROUND FLOOR FFL (H2)
1
A506
2500
W09 GF
W10 GF
REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
D03 LGF
2700
2400
2700
2400
RWT
W02 FF
LIVING TF-01
HWS
18700 RL
RL 18700
LOWER GROUND FFL (H2)
EX. LOWER GROUND FFL
18260 RL
RL 18260
EX. LOWER GROUND FFL
EX. POOL DECK (H2)
17870 RL
440
440
LOWER GROUND FFL (H2)
NATURAL EXISTING GROUND LINE
EXISITING CONCRETE PATIO
PROPOSED GROUND LINE
EXISITING POOL
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
WALL TYPE LEGEND
WT-01 W01 FF
DESCRIPTION
CA-01 CARPET FLOORING-ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS RO-01 METAL ROOFING COLOURBOND 'MONUMENT'ON BATTENS MAX 600 CTRS ON ROOF TRUSS RWT RAINWATER TANK - REFER TO SCHEDULE TF-01 TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. TF-02 TIMBER DECKING - TYPICAL TIMBER SUB FLOOR - TO STRUCTURAL ENGINEERS DRAWINGS. TL-01 TILE FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS.
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SCALE 1 : 50
FURNITURE & EQUIPMENT CODE
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
INTERNAL WALLS TYPICAL TIMBER SUB FLOOR, BEARERS, JOISTS, AND POSTS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
2 0004
CROSS SECTION 04 SCALE 1 : 50
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERWISE. PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED BY AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
LEGEND SECTION LINE SHEET
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
450
450
1
ELEVATION VIEW DETAIL REFERENCE SHEET
GROUND FLOOR CL (H2)
24250 RL
W18 FF
W19 FF
RO-02
WT-05
24750 RL
800
PARAPET (H2)
WT-05
25550 RL
RO-02
500
CLERESTORY CL (H2)
COLORBOND 'MONUMENT' METAL SHEET ROOF FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
RO-01
RL 24150
DP
LOWER GROUND CL (H2)
21400 RL
WT-04
RL 21600
MEDIA ROOM
WT-04
18260 RL
EX. POOL DECK (H2)
17870 RL
W01
WINDOW NUMBER
FFL 01
DINING
CT-01
SNK-01
OV-01
LAUNDRY
OV-01
FINISHED FLOOR LEVEL TO AHD
2700
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
WT-03
2700 EX. LOWER GROUND FFL
DOOR NUMBER
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
440
18700 RL
GARAGE FFL (H2)
D01
REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
D08 LGF
LOWER GROUND FFL (H2)
2550
WT-03
GARAGE
350
21750 RL
LOUNGE
HOTWATER SEVICE AS SPECIFIED
HW
7290
GROUND FLOOR FFL (H2)
MASTER BED
CEILING ACCESS PANEL
AP D06 GF
WIR
FLOOR WASTE
FW
D14 GF
W07 GF
2500
TIMBER POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
GARAGE CL
FIXTURE AND FINISHES SCHEDULE REF CT-01 OV-01 RO-01
RETAINING WALLS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
CROSS SECTION 05 SCALE 1 : 50
ABBREVIATIONS COLORBOND METAL SHEET ROOF AS SPECIFIED FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
RO-01
WT-05
W16 FF
LOBBY WT-03
REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
MASTER BED
ENSUITE
GARAGE
500
RO-02
TIMBER POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
W10 GF
RL 25550
CLERESTORY CL (H2)
RL 24750
PARAPET (H2)
RL 24250
GROUND FLOOR CL (H2)
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
6490
350
350
21600 RL
WALL TYPE LEGEND REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
WT-01 D02 LGF
W02 FF
17870 RL
MEDIA ROOM D01
440
RWT RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
390
EX. POOL DECK (H2)
BATH-1
2700
D03 LGF
KITCHEN
440
WT-03
2700
LAUNDRY
RETAINING WALLS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
1 A200
CROSS SECTION 06 SCALE 1 : 50
EXISTING CONCRETE SLAB
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
RO-02
500 2500
24150 RL
2550 GARAGE FFL (H2)
WT-05
800
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
GARAGE CL
RWT SNK-01
COOKTOP - REFER TO CLIENT OVEN METAL ROOFING COLOURBOND 'MONUMENT'ON BATTENS MAX 600 CTRS ON ROOF TRUSS METAL ROOFING COLOURBOND 'MONUMENT'ON GRADED BATTENS MAX 600 CTRS ON RAFTERS RAINWATER TANK - REFER TO SCHEDULE KITCHEN SINK - REFER TO SCHEDULE
2500
A200
RO-02
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
WT-04
2
EXISTING CONCRETE SLAB
DESCRIPTION
TYPICAL TIMBER SUB FLOOR, BEARERS, JOISTS, AND POSTS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS S COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
INTERNAL WALLS
90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERW PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
LEGEND SECTION LINE SHEET
1
DETAIL REFERENCE SHEET
REINFORCED CONCRETE SLAB AS PER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
COLORBOND METAL SHEET ROOF FIXED TO MGP10 GRADED ROOF BATTENS TO SUIT 600 C/C MAX. ROOF FRAMING AS STRUCTURAL DRAWINGS, DETAILS AND SPECIFICATIONS
CEILING ACCESS PANEL
AP
2000
2200 NOMINAL
1:10 TRANSITION
1:4 RAMP
1:10 TRANSITION
1:20 TRANSITION
GARAGE
W15 GF
ROBE
HW
PARAPET (H2)
TIMBER POSI STRUT FLOOR TRUSSES AT 450 CTS. REFER TO ENGINEERS SPECIFICATIONS AND MANUFACTURERS INSTALLATION GUIDELINES
BED 1
ALUMINIUM LOUVERS 1700 FROM FFL
D01
DOOR NUMBER
W01
WINDOW NUMBER
FFL 01
FINISHED FLOOR LEVEL TO AHD
2700
CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
FFL 21.520
WT-05
RL 21750
GROUND FLOOR FFL (H2)
RL 21400
LOWER GROUND CL (H2)
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE
WALL & JOINERY FINISHES CODE
FENCE LINE BEYOND COL. LIVING
FURNITURE & EQUIPMENT CODE
2700
2400
2650
KITCHEN
2400
BUTLERS
DINING
UNDERSIDE OF BULKHEAD
250
UB
300
FFL 20.600
2300
225mm TRENCH GRATE DRAIN IN ACCORDANCE WITH STORMWATER DRAINAGE DESIGN
1:4.5
1:10.9
SUSPENDED CEILING
1:10.5
WT-02
1050
1:4.2
350
1:22.0
1:10.0
UB
21600 RL
6490
FFL 21.600
W04 LGF
FIXTURE AND FINISHES SCHEDULE
GAS FIREPLACE
REF
DECKING
TF-01 TF-02
440
GARAGE FFL (H2)
HOTWATER SEVICE AS SPECIFIED
GROUND FLOOR CL (H2)
2500
2308
WT-04
2000
2550
24150 RL
RL 24250
500
WT-03
RL 24750
2550
GARAGE CL
FLOOR WASTE
FW
TEMPORARY FENCING TO ALLOW WITH LOCATION OF RETANING WALL TO NO .6 APARTMENT.
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
TF-01 TF-02
DESCRIPTION TIMBER FLOORING - ON TIMBER JOIST TO STRUCTURAL ENGINEERS DRAWINGS. TIMBER DECKING - TYPICAL TIMBER SUB FLOOR - TO STRUCTURAL ENGINEERS DRAWINGS.
ABBREVIATIONS
AGGY DRAIN BEHIND RETAINING WALL TO CIVIL AND DRAINAGE DRAWINGS AND SPECIFICATIONS
TIMBER SUB FLOOR ON EXISITING CONCRETE SLAB POSTS AND SUPPORTS WHERE REQUIRED IN ACCORDANCE WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
RETAINING WALLS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
1 A200
ADJ. AFL AHD C.O.S. CH DP DRY DW EX FFL NTS O/R PTY REF RL RWH TBA TBC TR U.N.O.
TYPICAL TIMBER SUB FLOOR, BEARERS, JOISTS, AND POSTS TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SUSPENDED CEILING AT 2300 AFFL
EXISTING CONCRETE SLAB
RAMP SECTION SCALE 1 : 50
ADJUSTABLE ABOVE FINISHED FLOOR LEVEL AUSTRALIAN HEIGHT DATUM CHECK ON SITE CEILING HEIGHT DOWN PIPE CLOTHES DRYER DISHWASHER EXISTING FINISHED FLOOR LEVEL NOT TO SCALE OVEN/RANGEHOOD PANTRY REFRIGERATOR RELATIVE LEVEL RAIN WATER HEAD TO BE ADVISED TO BE CONFIRMED TOWEL RAIL UNLESS NOTED OTHERWISE
0 1:22.
WALL TYPE LEGEND
.0 1:10
REFER TO FINISHES SCHEDULE FOR ALL FINISHES. INSTALL ALL CLADDING SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS. INSTALL ALL HEBEL SYSTEMS NOMINATED BELOW TO MANUFACTURERS SPECIFICATIONS.
.2 1:4
5 4. 1: 0 1:1
1:20.0
.0 1:10
1:4
.5 1:10 0.8 1:1
.0
2200
.6 1:10
2000 2309
1473 2390
2309
2000
EXTERNAL WALLS DOUBLE BRICK VENEER WALL 230mm 110mm BRICKWORK, 10mm CAVITY, 110mm BRICKWORK. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-02
REINFORCED CONCRETE BLOCK WALL 190mm 190mm BLOCKWORK INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-03
BRICK VENEER WALL 240mm 100mm BRICKWORK, 40mm CAVITY, 90mm TIMBER STUD INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT.
WT-04
ACRYLIC RENDERED POLYSTYRENE WALL 165mm 90mm TIMBER STUD, 75mm POLYSTYRENE CLADDING.RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
WT-05
TIMBER CLAD WALL 140mm 90mm TIMBER STUD, 30mm VERICAL TIMBER BATTENS, 18mm VERTICAL TIMBER CLADDING AS SPECIFIED. INSULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPORT
.3 1:10
.1 1:4
.6 1:10
SCALE
7 1:20.
WT-01
.2 1:10
3D RAMP
.1 1:10
.2 1:4
.1 1:4
.9
0.5 1:1
SPECIFED.
WISE. D BY
ELEVATION VIEW
2200
INTERNAL WALLS 90mm TIMBER STUD WALL LINING: 10mm STANDARD PLASTERBOARD UNLESS NOTED OTHERWISE. PROVIDE 9mm FIBRE CEMENT LINING TO WET AREAS (AS DEFINED BY AS 3740 - 2000) INDULATION MIN. R2.0 + FOIL TO ENERGY RATERS REPRT
CLERESTORY CL (H2)
25550 RL
RL 25550
CLERESTORY CL (H2)
LEGEND SECTION LINE SHEET
1
ELEVATION VIEW DETAIL REFERENCE SHEET
GARAGE CL
24150 RL
RL 24150
GARAGE CL
FLOOR WASTE
FW
CEILING ACCESS PANEL
AP HW D01
DOOR NUMBER
W01
WINDOW NUMBER
100
21750 RL
HANDRAIL HEIGHT
2700
1000
900
H'RAIL HEIGHT 900
1000
100
FFL 01
GROUND FLOOR FFL (H2)
HOTWATER SEVICE AS SPECIFIED
FINISHED FLOOR LEVEL TO AHD CEILING HEIGHT ABOVE FLOOR LEVEL PARTITION TYPES
RL 21750
GROUND FLOOR FFL (H2)
TF-01
FLOOR & ROOF FINISHES CODE
CL-01
CEILING FINISHES CODE WALL & JOINERY FINISHES CODE
FURNITURE & EQUIPMENT CODE
LOWER GROUND CL (H2)
21400 RL
RL 21400
LOWER GROUND CL (H2)
RL 18700
LOWER GROUND FFL (H2)
5
A504
18700 RL
2
SCALE 1 : 20
A504
1 A504
STAIR 1 - SECTION 2 SCALE 1 : 20
1 A504
1200
50 50
SHORT TIMBER FRAMED WALL WITH PLASTERBOARD FINISH 1000
TL-01
250
TIMBER TREAD - TASMANIAN OAK
TREAD
LANDING
STAIRS
250 1150
2650
STAIR 1 - LOWER GROUND SCALE 1 : 50
1500
LANDING
OVERALL
3
179
1500
2650
STAIRS
CLOSED STRINGER CONCEALED IN PLASTER BOARD WALL NOTE: PLYWOOD BASE AND TASMANIAN OAK PENETRATING OIL MATTE FINISH
OVERALL
4
STAIR 1 - GROUND FLOOR SCALE 1 : 50
RISER
TIMBER RISER - TASMANIAN OAK
250 1150
HANDRAIL HEIGHT
VO ID
STAIRS
TIMBER HANDRAIL TASMANIAN OAK CIRCULAR - 50mm DIA.
250
OVERALL
LOBBY
LANDING
1200
1150
3059
1959
STAIRS
250
2 A504
LANDING
OVERALL 2250
A504
STAIR 1 - SECTION 1
1150
1
3400
LOWER GROUND FFL (H2)
5 A504
STEP DETAIL SCALE 1 : 10
1 A505
TIMBER PAILING FENCE WITH GATE
RL 21750
GROUND FLOOR FFL (H2)
RL 18700
LOWER GROUND FFL (H2)
RL 18260
EX. LOWER GROUND FFL
RL 17870
EX. POOL DECK (H2)
4115 1000
GLASS BALUSTRADE CONCRETE STAIR TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
HANDRAIL HEIGHT
2 A505
FFL 20.450 FFL 20.270
3
A505
ED IFI S C D E SP TAN S S A UP K AN ETE T R CR TE ON A W NC O
TIMBER DECKING AS SPECIFIED ON LOWER GROUND FFL (H2)
18700 RL
DECKING
TIMBER DECK FRAMING TO STRUCTURAL ENGINEERS DRAWINGS EX. LOWER GROUND FFL
WA ON TER CO TAN NC K RE AS TE SP UP EC ST IFIE AN D DS
FFL 18.650
HANDRAIL HEIGHT
1000
GLASS BALUSTRADE - POOL FENCE
COMPACTED CRUSHED ROCK
18260 RL
MEDIA ROOM
EXISITING CONCRETE SLAB
EX. POOL DECK (H2)
17870 RL
1 A505
AGRICULTURE DRAIN BEHIND RETAINING WALL TO CIVIL AND DRAINAGE DRAWINGS AND SPECIFICATIONS
STAIR 2 - SECTION 1
RETAINING WALL TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
SCALE 1 : 20
CONCRETE SLAB TO STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS
1000 1000
STAIR
1495
1000 STAIR
2250
STAIR
2250
COMPOST BINS
HANDRAIL HEIGHT
250
STAIR
270
RWT
1776
LANDING
DP
LOWER GROUND FFL (H2)
18700 RL
EX. LOWER GROUND FFL
18260 RL
RISER
RWT
180
250
TREAD
2495 LANDING
5 A200
STAIR 2 LOWER GROUND FLOOR PLAN SCALE 1 : 50
4 A201
STAIR 2 - GROUND FLOOR SCALE 1 : 50
3 A505
STAIR 2 - STEP DETAIL SCALE 1 : 10
2 A505
STAIR 2 - SECTION 2 SCALE 1 : 20
63 A506 84 AXIOM PRODUCT CODE: ART HANDRAIL
26
6
A506
NOMINAL 100mm FROM UNDERSIDE OF THE HANDRAIL TO THE TOP OF THE GLASS
AXIOM PRODUCT CODE:AIR INFILL.
1020
2 A501
AXIOM PRODUCT CODE:DRH INNER GLAZING POCKET INFILL.
21400 RL
BALCONY
BALCONY SECTION B
3
TF-02
A506
1.0° FALL
OVERALL
LOWER GROUND CL (H2)
300
21750 RL
350
GROUND FLOOR FFL (H2)
AXIOM 10mm THICK TOUGHENED GLASS. GLASS TO BE IN ACCORDANCE WITH AS1288
1022
4025
TIMBER DECKING FASCIA
AXIOM PRODUCT CODE: APR POST. SWE 55 GLAZING RUBBER FITTED ON THE INTERNAL FACE OF BALUSTRADE
SCALE 1 : 20
SRE GLAZING RUBBER FITTER ON THE EXTERNAL FACE OF THE BALUSTRADE
100 26
50
AXIOM PRODUCT CODE : BSQP BASEPLATE. A CORE FIX OPTION IS AVAILABLE ie, NO BASEPLATES.
5
6
A506
BALCONY SECTION A
1 2 A201
A501
BALCONY FLOOR PLAN
AXIOM PRODUCT CODE : AIA GLASS MOUNT INFILL
12
TIMBER DECK 1.0° FALL TO STRIP DRAIN
100
21400 RL
NOMINAL 100MM FROM UNDERSIDE OF BASE PLATE TO BOTTOM OF GLASS
300
LOWER GROUND CL (H2)
21750 RL
350
GROUND FLOOR FFL (H2)
4
A506
784
1020
AXIOM PRODUCT CODE : AKS, GLASS MOUNT BLOCK.
A506
SCALE 1 : 20
BALCONY SECTION B
FULL SPECIFICATION
SCALE 1 : 5
BASE PLATE, PRODUCT CODE: BSPQ, SIZE 90mm X 90mm x 12MM THICK. FOUR PIN FIXING OPTION. POST, PRODUCT CODE : APR, SIZE 50mm X 50mm BALUSTRADE POST. USE THE APQ POST FOR CORNER POSTS. GLASS SEAT, PRODUCT CODE : AIA AND AKS , IF THE GLASS IS 100mm OFF THE GROUND CUT THE AIA AT 82mm LONG
SCALE 1 : 20
GLASS TYPE : 10mm THICK TOUGHENED GLASS. HANDRAIL. PRODUCT CODE : ART, SIZE 84MM X 26 MM OVAL HANDRAIL. INNER GLAZING POCKET INFILL, PRODUCT CODE : DRH. GLAZING RUBBERS: AS SPECIFIED ON THE DRAWING.
3-5 mm CORKING JOINT. 18mm COMPRESSED CEMENT SHEET FIXED TO 45X90mm MGP 10 H3 TREATED TIMBER BATTENS TO SUITE @ 400mm CTRS MAX. 7.5mm FIBRE CEMENT SHEET WITH APPROVED SISALATION PAPER BEHIND FIXED TO 90mm TIMBER STUD WALL . TYPICALLY APPROVED GRADED SCREEDING WITH 1°FALL MIN. GRADIENT TO SUIT. SELECTED TIMBER BOARDS
21750 RL
1.0° MIN.
21750 RL
FIXING /SUPPORT TO HANDRAIL POSTS TO STRUCTURAL ENGINEERS DETAILS.
21400 RL
350
LOWER GROUND CL (H2)
LOWER GROUND CL (H2)
10 mm PLASTERBOARD CEILING LININGS FIXED CEILING BATTENS @ 450 mm CTRS.MAX.
TIMBER DECKING TO FORM FASCIA TO BALCONY
STAINLESS STEEL CREATIVE DRAIN SYSTEM AS PER MANUFACTURER'S DETAILS & SPEC. WITH 50mm MIN.FALL TO STORM WATER DOWN PIPE.
5 A506
A506
BALCONY - DETAIL SCALE 1 : 10
RL 21400
LOWER GROUND CL (H2)
10 DRIP GROOVE
NOTE: DASHED LINES DENOTES TYPICALLY APPROVED WATERPROOFING MEMBRANE AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. NOTE: FLOOR STRUCTURE TO STRUCTURAL ENGINEERS DETAILS & SPECIFICATIONS
4
GROUND FLOOR FFL (H2)
1.0° MIN.
21400 RL
FLOOR BEAM/BEARER TO EXTEND INTO BUOLDING FLOOR STRUCTURE AS PER STRUCTURAL ENGINEERS SPECIFICATIONS.
RL 21750
300
110
50
350
GROUND FLOOR FFL (H2)
TIMBER DECKING ON WATERPROOF SCREED
STEPDOWN
GROUND FLOOR FFL (H2)
BALCONY - DETAIL. SCALE 1 : 10
PLASTERBOARD SOFIT LINING
FIXTURE AND FINISHES SCHEDULE REF ST-01
1065 985 100
80
110
585
360
395
370
STONE CRAZY PAVING
110
LAZER CUT STAINLESS STEEL NUMBERAL IN PIN FIXING
100
DESCRIPTION
MAILBOX OPENING FROM STREET SIDE
121
ST-01
ST-01
205
INE ARY L D N U BO 0"
ST-01
2' 0 305° 3 m 20.55
450
1035
'MAIL SAFE' MSF2 SINGLE BOX 370 X 205 X 250 OR SIMILAR SHOWN DASHED
DRIVEWAY TO GARAGE MASONARY BOX BELOW SHOW DASHED. 'MAIL SAFE' MSF2 SINGLE BOX 370 X 205 X 250 OR SIMILAR.
MASONRY BOX STONE FINISH AS SPECIFIED.
LEZER CUT STAINLESS STEEL NUMERAL IN PIN FIXING. 3
A507
4
PROVIDE ENCLOSER TO ACCOMODATE GAS AND WATER METERS WITH ALUMINIUM PERFORATED DOOR SIZED TO SUIT ACCESS TO THE METERS.
GROUND LINE
GROUND LINE
STONE FINISH AS SPECIFIED.
LETTER BOX PLAN
3
SCALE 1 : 10
A507
100
FRONT ELEVATION
5
SCALE 1 : 10
370
WEST ELEVATION SCALE 1 : 10
95
400
100
121
ST-01 ST-01
MASONRY BOX STONE FINISH AS SPECIFIED
1000
1000
'MAIL SAFE'MSF2 SINGLE BOX 370 X 205 X 250 OR SIMILAR
PROVIDE ENCLOSER TO ACCOMODATE GAS AND WATER METERS WITH ALUMINIUM PERFORATED DOOR SIZED TO SUIT ACCESS TO THE METERS.
GROUND LINE
2
REAR ELEVATION SCALE 1 : 10
GROUND LINE
4 A507
EAST ELEVATION SCALE 1 : 10
MINIMUM HEIGHT FROM NGL
205
1
40
COLOURBOND METAL CAP FLASHING
COLORBOND METAL SHEET ROOF AS SPECIFIED. FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. ROOF TRUSS AS PERMANUFACTURERS DRAWINGS, DETAILS AND SPECIFICATIONS
METAL DECKING ROOFING ON TIMBER PURLINS AS REQUIRED ON TIMBER RAFTERS TO STRUCTURAL ENGINEERS DRAWINGS
BRICK VENEER WALL WT-03 AS SPECIFIED RENDER FINISH AS SPECIFID
FALL 2.0°
WALL INSULATION. REFER ENERGY RATING REPORT
465
ROOF SARKING TO ENERGY RATERS REPORT
2.3 L2 FAL
°
TRUSS TO STRUCTURAL AND MANUFACTURES DRAWINGS AND SPECIFICATION
COLOBOND BOX GUTTER AS SPECIFIED MINIMUM 100mm DEPTH. FALL TO SUMP ON 15mm MARINE PLY/METAL DECK
STEEL ROOF BEAM TO STRUCTURAL ENGINEERS DRAWINGS ROOF INSULATION. REFER ENERGY RATING REPORT
ROOF INSULATION TO ENERGY REPORT COLOURBOND EAVES GUTTER AS SPECIFIED RL 25550
135x35 KDHW FASCIA BOARD IN SELECTED PAINT FINISH
CEILING LINING AS SPECIFIED ON CEILING BATTEN AS REQUIRED
CLERESTORY CL (H2)
CEILING LINING AS SPECIFIED IN SELECTED PAINT FINISH
WALL LINING AS SPECIFIED. REFER FINISHES SCHEDULE
SOFFIT LINING AS SPECIFIED IN SELECTED PAINT FINISH
ALUMINIUM GLAZED WINDOW AS SPECIFIED
ALUMINIUM GLAZED WINDOW AS SPECIFIED COLORBOND METAL SHEET ROOF AS SPECIFIED. FIXED TO MGP10 ROOF BATTENS TO SUIT 600 C/C MAX. RAFTERS AS STRUCTURAL ENGINEERS DRAWINGS, DETAILS AND SPECIFICATIONS
RL 24750
BOX GUTTER DETAIL
3
RECESS FOR BLIND/CURTAIN TRACK AS SPECIFIED (TYPICAL)
A500
SCALE 1 : 5
PARAPET (H2)
METAL DECKING ROOFING ON SARKING ON TIMBER PURLINS AS REQUIRED ON TIMBER RAFTERS TO STRUCTURAL ENGINEERS DRAWINGS
COLORBONDA METAL FLASHING
2.0°
COLOURBOND METAL CAP FLASHING
PLASTERBOARD LINING AS SPECIFED IN SELECTED PAINT FINISH
RL 24750
PARAPET (H2)
RL 24700
FF CL
ROOF BEAM TO STRUCTURAL ENGINEERS DRAWINGS & DETAILS RL 24250
APPROVED ACRYLIC RENDERED POLYSTYRENE CLADDING. RENDER AS SPECIFED. COLOUR TO FINISHES SCHEDULE INSULATION TO ENERGY REPORT
GROUND FLOOR CL (H2)
ROOF INSULATION. REFER ENERGY RATING REPORT
2 A500
100
RL 24250
ROOF EAVES DETAIL
GROUND FLOOR CL (H2)
FLUSH JOINTED MDF PELMET IN SELECTED PAINT FINISH REFER REFLECTED CEILING PLAN TO LOCATION AND EXTENT
SCALE 1 : 5
ALUMINIUM WINDOW FRAME AS SPECIFIED
1 A500
TYPICAL PELMENT DETAIL SCALE 1 : 5
BLINDS AS SPECIFIED
2350 772
772
772 KITCHEN CL (H2)
3
21100 RL
RL 21100
KITCHEN CL (H2)
RL 18700
LOWER GROUND FFL (H2)
A414 2
600
900
300
ISLAND BENCH
BT-01
BT-01
KITCHEN TF-01
4
A414
5
LOWER GROUND FFL (H2)
1
18700 RL
2
KITCHEN ISLAND BENCH PLAN
0001
Elevation 1 - b
3
SCALE 1 : 20
0001
Elevation 1 - c SCALE 1 : 20
SCALE 1 : 20
KITCHEN CL (H2)
21100 RL
RL 21100
BT-01
BT-01
WATERFALL EDGE
LOWER GROUND FFL (H2)
18700 RL
KITCHEN CL (H2)
WATERFALL EDGE
DR
DR
DR
DR
DR
DR
KICKER 100mm
4 0001
Elevation 3 - b SCALE 1 : 20
5 0001
Elevation 3 - c SCALE 1 : 20
NOTE : JOINERY PACKAGE SHOWN INDICATIVE ONLY. FINAL DETAILS INCLUDING SELECTION OF MATERIALS, FIXTURES AND FITTINGS TO BE PROVIDED BY CLIENT.
EXTERNAL WINDOWS LOWER GROUND FLOOR
ENSUITE Selected Commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing H =2400
W =700
H= 2400
4695
W= 800
MASTER BED Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing H = 2400
F
F
F
LOBBY Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing
W17 FF
W = 4600
F
F
F
F
F
W19 FF
Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing H = 800
W = 7760
900
975
975
975
S
S
F
F
S
S
Selected commercial powder coated type frame 'Monument' with clear glazed stacking doors & retractable phantom fly screen system to suit. H= 2400
D02 LGF
W= 3600
LOBBY Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing H = 800 W = 2175
W18 FF
F
1700
FROM FFL
2400
FROM FFL
W15 GF
BED-2 Selected commercial natural anodized monument improved type frame fixed glazed with Aluminium screen infront. H = 2100
W = 1000
F
F
LOBBY
LOBBY Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing H = 800 W = 2260
W20 FF
Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing H = 800
W = 7760
LOWER GROUND CL (H2)
21400 RL
LOWER GROUND FFL (H2)
18700 RL
720
S
LAUNDRY
W= 3900
820
D03 LGF
Selected commercial powder coated improved type frame with clear glazing. H= 2400
W=820
S
S
LAUNDRY D07 LGF
D08 LGF
Selected Solid core sliding door with paint finish H= 2400
820
1200
W= 720
MEDIA ROOM
BATH-01
D09 LGF
Selected Solid core sliding door with paint finish H= 2400
H= 2400
W= 820
STORAGE Selected solid core hinged door with paint finish.
D10 LGF
Selected solid core sliding door with paint finish W= 1200
H= 2400
W= 820
25550 RL
1741
GROUND FLOOR FFL (H2)
21750 RL
820
720
2500
3000
2400
2500
2400
2400
3800
21750 RL
2400
2500
W06 GF
2500
2400
2400
S
21750 RL
820 100 2500
2400
2500
NOTE: ALL ALUMINUM WINDOWS AND DOORS TO HAVE POWDER COAT FINISH IN MONUMENT SINGLE GLAZING (U-VALUE=6.37/SHGC=0.77) TO ALL LOURVE WINDOWS DOUBLE GLAZING (U-VALUE=3.95/SHGC=0.68) TOO ALL OTHER GLAZED WINDOWS AND DOORS AS PER THE RENDERGY RATERS REPORT
Selected Solid core door with paint finish W= 820
D17 GF
Selected Solid core door with paint finish H= 2400
W= 820
D18 GF
Selected Solid core sliding door with paint finish H= 3000
W= 820
MASTER BED
LINEN Selected solid core timber hinged door. H = 2400 W = 720
D19 GF
Selected solid core hinged door with paint finish
D15 GF
W= 1500
H= 2400
3280
S
GARAGE
ENSUITE
H= 2400
H= 2400
W= 820
S
S D16 GF
720
D14 GF
W= 820
2230 100
GROUND FLOOR FFL (H2)
820
H= 2400
W= 720
BED-2 Selected solid core hinged door with paint finish
S
S
2400
24250 RL
H= 2400
D12 GF
D13 GF
2500
GROUND FLOOR CL (H2)
Selected solid core hinged door with paint finish
Selected solid core hinged door with paint finish
100
W= 2600
BED-1
LOBBY
2400
H= 2400
D11 GF
BATH-2
2500
W= 1020
Selected commercial powdercoated 'Monument' improved type frame with clear glazed stacker sliding doors
100
H= 2400
D05 GF
100
Selected solid timber core door with commercial powdercoated improved type frame with clear fixed glazed sidelight
2500
D04 GF
S
LOUNGE
2400
LOBBY
2400
2500
820
820 100
24250 RL
100
GROUND FLOOR CL (H2)
1500
800
GROUND FLOOR
100
24250 RL
2600
1020
100
640
100
GROUND FLOOR
GROUND FLOOR FFL (H2)
100
F
CLERESTORY CL (H2)
GROUND FLOOR CL (H2)
FROM FFL
1700
1700 F
300
F
Selected commercial powder coated type frame 'Monument' with clear glazed stacking doors & retractable phantom fly screen system to suit. H= 2400
BED-1 Selected Commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing and aluminum screen to suit H = 2100 W = 900
7760
F
820
LIVING
LIVING
F
2700
2400
2400
2700
F
D01 LGF
975
300
900
W14 GF
2260
F
2400
18700 RL
900
300
LOWER GROUND FFL (H2)
900
BED-1 Selected Commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing and aluminum screen to suit H = 2100 W = 900
F
LOWER GROUND FLOOR
3900
3600
300
21400 RL
W13 GF
1000
F
F
BATH-2 Selected Commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing and aluminum screen to suit W = 900 H = 2100
ALUMINIUM LOUVRES SHOWN HATCHED
INTERNAL DOORS
EXTERNAL DOORS LOWER GROUND FLOOR
W = 2630
2175
LOBBY
H =800
LOWER GROUND CL (H2)
H = 2100
W = 2100
W12 GF
ALUMINIUM LOUVRES SHOWN HATCHED
300
F
LOUNGE Selected Commercial powder coated 'Monument' improved type frame with clear fixed glazing
W11 GF
800 F
W16 FF
W10 GF
F
7760
800
24750 RL
W09 GF
WIR Selected Commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing and aluminum screen to suit
ALUMINIUM LOUVRES SHOWN HATCHED
2400
W08 GF
F
AW
2700
CLERESTOREY LEVEL
W=640
MASTER BED Selected commercial powder coated 'Monument' improved type frame with fixed and awning clear glazing H = 2400 H = 700
TRANSLUCENT GLAZING
300
H= 2400
W07 GF
T
2400
W= 2175
Selected commercial powder coated 'Monument' improved type frame with fixed clear glazing
AWNING
AW
2700
W06 GF
AW
800
H= 2400
PARAPET (H2)
LOBBY
LOBBY Selected commercial powder coated 'Monument' improved type frame with fixed clear glazing and Timber Screening to suit
F
F
F
F
OPENABLE GLAZING
VERIFY ALL DIMENSIONS ON SITE PRIOR TO FABRICATION. DIMENSIONS INDICATE CLEAR OPENINGS. FABRICATOR TO ALLOW TOLERANCE FOR INSTALLATION.
2450
ALUMINIUM LOUVRES SHOWN HATCHED
2400
2400
2500
2400
2500
ALUMINIUM LOUVRES SHOWN HATCHED
2700
W05 GF
F
F
O
900
AW
1700 F
FIXED GLAZING
50
AW
2700
21750 RL
1700
900
900
FROM FFL
100
2630
800
GROUND FLOOR FFL (H2)
FROM FFL
2400
2100
2500
AW
F
W=1000
800
2500
2400
AW
DOUBLE GLAZING
SELECTED ALUMINUM SCREEN
100
H=2400
100
100
SELECTED TIMBER SCREEN
Selected Commercial powder coated 'Monument' improved type frame with fixed clear glazing and aluminum screen to suit
AW
2400
100 2400
W=1350
700
700
640
TIMBER SCREENING SHOWN HATCHED
H=2400
W = 1285
W04 LGF
2400
2175
Selected Commercial powder coated 'Monument' improved type frame with fixed clear glazing
W03 FF
2400
H = 2400
LIVING
FROM FLL
W= 4072
Selected Commercial powder coated 'Monument' improvedType frame with fixed clear glazing
DG
21750 RL
100
W02 FF
GROUND FLOOR FFL (H2)
F
DINNING
DINNING
Selected commercial powder coated 'Monument' improved type frame with clear fixed glazing
GROUND FLOOR
2500
24250 RL
2400
2400
CABANA ROOM
H= 2400
F
F
F
100
F
2500
F
24250 RL
300
300 2400
18700 RL
W01 FF
GROUND FLOOR CL (H2)
GROUND FLOOR CL (H2)
ALUMINUM SCREEN SHOWN HATCHED
2400
2700 LOWER GROUND FFL (H2)
300
21400 RL
EXTERNAL FIXTURES
1000
1339
1248
300
LOWER GROUND CL (H2)
4074
WINDOWS & DOORS LEGEND
S
BED-1 ROBE Selected Timber frame with solid Timber door panel. H= 2400 W= 3280
S
S
S
BED-2 ROBE D20 GF
Selected Timber frame with solid Timber door panel. H = 2400 W = 2230
SITE PLAN 1.
ALL SITE DIMENSIONS ARE IN MILLIMETRES UNLESS SPECIFIED OTHERWISE.
2.
REFER TO PLAN OF SUBDIVISION OR CERTIFICATE OF TITLE FOR VERIFICATION OF ALL BEARINGS, DISTANCES, EASEMENTS AND OTHER SITE INFORMATION.
3.
INSTALLATION OF ALL SERVICES INCLUDING ALL STORMWATER, WASTE WATER AND SEWER DETAILS SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY REQUIREMENTS.
4.
BUILDER TO VERIFY ALL SET DETAILS ON SITE.
5.
NEW WATER METERS ARE TO BE INSTALLED IF REQUIRED. ENSURE METERS ARE EQUIPPED WITH A BACKFLOW PREVENTION DEVICE & STOP TAP. CONNECT TO BUILDING IN ACCORDANCE WITH LOCAL AUTHORITY' REQUIREMENTS
GENERAL
SITE SOIL CLASSIFICATION IS CLASS:
UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL CONSTRUCTION CODE SERIES 206 BUILDING CODE OF AUSTRALIA VOLUME 2
PREPARED BY:
ALL MATERIALS & CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE REQUIREMENTS OF THE BCA. WHERE A PERFORMANCE SOLUTION IS PROPOSED THEN, PRIOR TO IMPLEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED & APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE REQUIREMENTS OF THE BCA
REPORT NO:
GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WINDSPEED OF NOT MORE THAN N3
7.
8
CONNECT BUILDING WITH TELSTRA CABLES IN STRICT ACCORDANCE WITH TELSTRA'S REQUIREMENTS CONNECT WATER SUPPLY TO THE SANITARY ITEMS WITHIN THE PROPOSED BUILDING & HWS WHERE REQUIRED IN ACCORDANCE WITH LOCAL AUTHORITY'S REQUIREMENTS. SUPPLY HOT & COLD WATER TO NEW SANITARY ITEMS AS REQUIRED. PROVIDE UNDERGROUND POWER SUPPLY IN ACCORDANCE WITH POWER SUPPLIERS REQUIREMENTS
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY HOUSE ENERGY RATING REPORT, ALL RELEVANT STRUCTURAL & ALL OTHER CONSULTANTS DRAWINGS / DETAILS & WITH ANY OTHER WRITTEN INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION ALL NEW CONSTRUCTION WORK & THE INSTALLATION OR ALTERATION OF EXISTING SERVICES SHALL COMPLY WITH THE 'BUILDING CODE OF AUSTRALIA', RELEVANT 'AUSTRALIAN STANDARDS', RELEVANT CODES & MANUALS, LOCAL MUNICIPAL BY-LAWS & THE REQUIREMENTS OF THE RESPECTIVE SUPPLY AUTHORITIES REQUIREMENTS. ALL FITTINGS, FIXTURES, PAINTING, ETC. TO PROPRIETORS REQUIREMENTS. CONTRACTOR MUST ENSURE ALL NECESSARY PERMITS ARE OBTAINED & ALL FEES ARE PAID FOR PRIOR TO THE COMMENCEMENT OF WORK.
9.
ALL DOWN PIPES TO BE CONNECTED & DISCHARGED INTO STORMWATER DRAINAGE. ALL CONNECTIONS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY'S REQUIREMENTS.
THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY & GENERAL WATER TIGHTNESS OF ALL NEW &/OR EXISTING STRUCTURES DURING ALL WORKS. ALL DRAINAGE WORK SHALL BE IN STRICT ACCORDANCE WITH AS 3500 AND THE RESPECTIVE AUTHORITIES REQUIREMENT AND INDUSTRY CODES.
10. THE CONTRACTOR AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDINGS FOOTINGS AND / OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF ANY BUILDING AND ITS FOOTING SYSTEM.
REFER TO THE SOIL REPORT, FOR ALL COMMENTS & RECOMMENDATIONS CONTRACTOR TO INFORM THE ENGINEER OF ANY AREAS THAT ARE SUSPECT OR DIFFERENT FROM THE MATERIALS DESCRIBED IN THE REPORT PRIOR TO PROCEEDING
THE ELECTRICAL SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND REGULATIONS OF ALL AUTHORITIES AND CODES RELEVANT TO THE WORKS INCLUDING BUT NOT LIMITED TO AS 3000 - AUSTRALIAN WIRING RULES, SERVICE & INSTALLATION RULES & NCC THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF 'REALM BUILDING DESIGN' ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THE DESIGNERS WRITTEN CONSENT DOES SO AT THEIR OWN RISK & NO RESPONSIBILITY IS ACCEPTED BY THE DESIGNER FOR SUCH USE &/OR RELIANCE.
THE CONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS, SEWER PIPES & THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANY BUILDING FOOTING & / OR SLAB EDGE BEAM SO AS TO PREVENT GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING & UNDERMINING OF ANY BUILDING & ITS FOOTING SYSTEM THE CONTRACTOR SHALL COORDINATE THE LAYING OF SERVICES TO AVOID CLASHES. LAY ALL SERVICES TO LOCATIONS. SERVICES SHALL BE LAID TO COMPLY WITH MINIMUM COVER REQUIREMENTS. DIFFERENT PARALLEL SERVICES THAT ARE IN CLOSE PROXIMITY MAY BE LAID IN A COMMON BENCHED TRENCH SUBJECT TO APPROVAL OF RELEVANT AUTHORITIES. BACK FILL OF ALL SERVICES TRENCHES UNDER PAVEMENTS AND 500mm BEYOND SHALL BE CLASS 2 FROM ABOVE THE SERVICE BEDDING MATERIAL TO THE UNDERSIDE OF PAVEMENT SUB-BASE. BACK FILL OF ALL SERVICES TRENCHES IN GARDEN AND GRASS AREAS SHALL BE APPROVED FILL OF MAXIMUM PARTICLE SIZE 75mm FROM THE SERVICE BEDDING MATERIAL TO THE UNDERSIDE OF THE TOPSOIL.
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION OR THE LIKE IS NOT AN AUTHORIZATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT & WHERE APPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
STORMWATE STORMWATER DRAINAGE DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH NCC VOL 2 PART 3.1.2, PART 3.5.2 & AS/NZS 3500.3
- STORMWATER DRAINAGE SYSTEMS MUST BE TO THE SATISFACTION OF THE APPROPRIATE AUTHORITY - ANY OVERFLOW DURING HEAVY RAIN PERIODS IS PREVENTED FROM FLOWING BACK INTO THE BUILDING - 90mmø CLASS 6 UPVC STORMWATER DRAINS INSTALLED UNDERGROUND MUST BE LAID TO A MINIMUM GRADE OF 1:100 & CONNECTED TO THE LEGAL POINT OF DISCHARGE. - PROVIDE INSPECTION OPENINGS AT 9000mm C/C & AT EACH CHANGE OF DIRECTION - THE COVER TO UNDERGROUND STORM WATER DRAINS SHALL BE NOT LESS THAN: - 100mm UNDER SOIL - 50mm UNDER PAVED OR CONCRETE AREAS - 100mm UNDER UNREINFORCED CONC. OR PAVED DRIVEWAYS - 75mm UNDER REINFORCED CONC. DRIVEWAYS
AGGIE DRAINS OR SPOON DRAINS TO BE CONNECTED INTO SILT PITS TO DISCHARGE INTO STORMWATERDRAIN STORMWATER LINES TO 1M3 RUBBLE PIT TO BE 3M AWAY FROM BOUNDARY
COMPACT FILL
GALINTEL
FILL USED ON SITE SHOULD BE PLACED AT OR NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 6 OF AS 2870 RESIDENTIAL SLABS AND FOOTINGS, AS SUMMARIZED BELOW:
ALL STEEL LINTELS AND SHELF ANGLES SHALL BE INSTRICT ACCORDANCE WITH AS 3700 & AS/NZS 2699.3
ALL NATURAL GROUND SURFACES SHALL BE GRADED AWAY FROM BUILDINGS, - ON 1:40 MAX FALL; OR - ON 1:20 MAX FALL OVER THE FIRST 1 m FROM THE BUILDING BUILDING PERIMETER GROUND SURFACE TO BE SHAPED TO PREVENT PONDING OF WATER AND ANY FILL PLACED ADJACENT BUILDING TO BE COMPACTED
SERVICE
ALL DIMENSIONS ARE IN MILLIMETRES U.N.O. IF IN DOUBT ASK, DO NOT SCALE.
SURFACE SURFACE DRAINAGE IN ACCORDANCE WITH NCC VOL 2 PART 3.1
THE CONTRACTOR & SUBCONTRACTORS SHALL CHECK & VERIFY ALL DIMENSIONS, SETBACKS, LEVELS & SPECIFICATIONS & ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS OR PREPARING SHOP DRAWINGS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS
6.
SITE CLASSIFICATION
ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE BUILDING REGULATION 2006, NATIONAL CONSTRUCTION CODE SERIES BUILDING CODE OF AUSTRALIA VOL 2 & ALL RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO THEREIN
(A) NON-SAND FILL UP TO 300mm IN DEPTH OR SAND FILL UP TO 600mm DEEP, COMPACTED IN NOT MORE THAN 150mm LAYERS BY REPEATED ROLLING BY AN EXCAVATOR, IS CLASSED AS ROLLED FILL AND MAY BE USED FOR SUPPORT OF SLAB PANELS AND INTERNAL BEAMS. NOTE THAT EDGE BEAMS MUST BE SUPPORTED ON ORIGINAL GROUND OR ON CONTROLLED FILL AS DEFINED IN (B) BELOW: (B) NON-SAND FILL UP TO 400mm IN DEPTH OR SAND FILL UP TO 800mm DEEP, COMPACTED BY MECHANICAL ROLLER OR VIBRATING PLATE RESPECTIVELY, IN LAYERS NOT MORE THAN 150mm THICK AND AT CLOSE TO OPTIMUM MOISTURE CONTENT, IS DEEMED TO COMPLY AS CONTROLLED FILL. IT IS DEEMED TO COMPLY AS SUITABLE FOR FOUNDING THE SLAB, EDGE AND INTERNAL BEAMS. THE REQUIREMENTS OF AS 2870 FOR CONSTRUCTION OF THE FOOTINGS AND LANDSCAPING OF THE SITE SHOULD BE FOLLOWED, WITH PARTICULAR ATTENTION PAID TO SURFACE DRAINAGE AND AVOIDANCE OF PONDING NEXT TO FOOTINGS. TREES SHOULD BE PLANTED NO CLOSER TO THE FOOTINGS THAN 1.0x MATURE HEIGHT. SHOULD SOIL CONDITIONS DIFFERING FROM THOSE DESCRIBED BE FOUND DURING EXCAVATION WORKS, ESPECIALLY THE PRESENCE OF UNREPORTED FILL OR POORLY COMPACTED MATERIAL, PLEASE CONTACT THIS OFFICE ALL MUST BE VERIFIED BY THE ENGINEER APPOINTED
LOCALITY PLAN (NTS)
GROUND BENEATH SUSPENDED FLOORS MUST BE GRADED SO THAT THE AREA BENEATH THE BUILDING IS ABOVE THE ADJACENT EXTERNAL FINISHED GROUND LEVEL AND SURFACE WATER IS PREVENTED FROM PONDING.
RAINWATER TANK INSTALL NO. 2500 LTR WATER TANKS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS COMPLETE WITH PRESSURE PUMP, SUPPLY PIPE AND GATE VALVE. ALL DOWN PIPES TO BE CONNECTED TO WATER TANKS. CONNECT TANK OVERFLOW WITH 90mmø PVC-U STORM WATER DRAIN & CONNECT TO EXISTING POINT OF DISCHARGE IN ACCORDANCE WITH LOCAL AUTHORITY'S REQUIREMENTS WATER TANK TO BE CONNECTED TO ALL TOILETS IN THE BUILDING FOR THE PURPOSE OF SANITARY FLUSHING
No. 22 SINGLE STOREY DWELLING
No. 25 SINGLE STOREY DWELLING
power pole
power pole
No. 405-411
No. 22
SETTLEMENT MOTOR INN
SINGLE STOREY DWELLING
No. 15 SINGLE STOREY DWELLING
No. 18
NO.18
SINGLE STOREY DWELLING
SINGLE STOREY DWELLING
2m TIMBER PALING FENCE
77° 40' 59" 36.58 m
RWH
outdoor area 2.00°
RWH
proposed dwelling 711 m2
BG
6596
No. 16 EG
RWH
11036
RWH
EG BG
257° 41' 00" 36.58 m
WALL LINE BELOW BG
168° 00' 00" 19.86 m
BG
PERGOLA SPOS
concrete driveway
PERGOLA SPOS
building analysis
No. 403 SSS CARWASH & LAUNDROMAT
4406
PORCH
4500
pool fence
8425
RWH BG
2.00°
EXISTING CROSSOVER
GRASS
9413
5500 3.75°
LIGHTWEIGHT LETTERBOXES
FUTURE SHED
5198
2.00°
2m TIMBER PALING FENCE
FOOTPATH
EXISTING BUSHES
WALL LINE BELOW
No. 17
EXISTING TREES
348° 00' 00" 19.86 m
SINGLE STOREY DWELLING
SITE LEGENDS:
LANDSBOROUGH ST
No. 21
FUTURE POOL (DESIGN BY OTHER)
VEGGIE PATCH
5516
BG
VEGGIE PATCH EG RWH
AREA ANALYSIS
footpath
SHED
SHED
S C A L E: 1 : 200
400 x 150 DEEP ZINCALUME BOX GUTTER OVER SPANDEK SHEETING WITH SUITABLE GUTTER STRAPS @ 1200 MAX CTRS ON MIN 1:200 FALL TOWARDS MAIN ROOF GUTTER EAVE GUTTER 100Ø DOWNPIPE WITH RAINWATER HEAD
2m TIMBER PALING FENCE
SINGLE STOREY DWELLING
PROPOSED SITE PLAN
32 51 48 20 51 254 11
Squares 3 5 5 2 5 24 0.2
RWH
No. 14
SINGLE STOREY DWELLING
area
KEYNOTE LEGEND
ECHUCA COFFE PALACE
No. 6
DECK GAGARE PAVING POACH POOL RESIDENT SHED
VEGGIE PATCH
No. 399
SHED
Name
No. 4A SINGLE STOREY DWELLING
No. 4 SINGLE STOREY DWELLING
No. 2 SINGLE STOREY DWELLING
No. 397 SINGLE STOREY DWELLING
NAME TOTAL SITE COVERAGE TOTAL PERMEABLE SURFACE TOTAL LOT SIZE
AREA 489 m2 222 m2 711 m2
DRAWING LEGEND
No. 18 SINGLE STOREY DWELLING 26670
2155 900 6060
4900
2350 BOX GUTTER
5890
5740
4440
6140
5000
2100
400 BOX GUTTER
4463 WALL ON BOUNDARY
WALL ON BOUNDARY 2m TIMBER PALING FENCE
H W R
OUTDOOR AREA RT-01
WALL LINE BELOW WALL LINE
FUTURE POOL (DESIGN BY
BG
2.00°
H W R
RT-01
EG
EG H W R
BG
6596 PERGOLA SPOS
2.00°
WALL LINE BELOW
PROPOSED
4190
WALL ON BOUNDARY
WALL LINE BELOW BG
BG 257° 41' 00" 36.58 m
6040
3080 WALL ON BOUNDARY
4190
H W R
VEGGIE PATCH
VEGGIE PATCH
CLOTHES LINE
2m TIMBER PALING FENCE
7820
CONNECT TO COLLIER STREET APRROX 45.46M TO INTERSECTION
S C A L E: 1 : 100
27580
No. 14 SINGLE STOREY DWELLING
DECK GAGARE PAVING POACH POOL RESIDENT SHED
area 32 51 48 20 51 254 11
Squares 3 5 5 2 5 24 0.2
VEGGIE PATCH
1020
WALL ON BOUNDARY
26080 4500 FRONT SETBACK
168° 00' 00" 19.86 m
4406
Name
19883
WALL LINE BELOW
building analysis
2100
11163
BG
2740
PERGOLA SPOS
H W R
LIGHTWEIGHT LETTER BOX
AREA 489 m2 222 m2 711 m2
3240
GRASS
NAME TOTAL SITE COVERAGE TOTAL PERMEABLE SURFACE TOTAL LOT SIZE
4496
5480
RT-01
AREA ANALYSIS
8080
9413
3.75°
5153
5500
8423
FUTURE SHED
4840 OUT DOOR AREA
RT-02
400 BOX GUTTER
2.00°
PIT
348° 00' 00" 19.86 m
LANDSBOROUGH ST
1531 400 BOX GUTTER
795
6702
13532
3440
19860
1470
465 4335 1123 400 3757 BOX GUTTER
1531
77° 40' 59" 36.58 m
PROPOSED ROOF PLAN & SITE PLAN
SURFACE INLET DENOTES STORMWATER DRAINAGE PIPE JUNCTION PIT
5695
19800
H W R
GRATING PIT
4406 REAR SETBACK
13650 PERGOLA SPOS
CONCRETE DRIVEWAY
JUNCTION PIT
SINGLE STOREY DWELLING
5500
4500
STORMWATER PIT REFER TO GENERAL NOTES
NO.18
2m TIMBER PALING FENCE
CONNECT TO PAKENHAM ST APPROX 86.13M TO INTERSECTION
PIT J. PIT G. PIT SI
KEYNOTE LEGEND BG EG RT-01 RT-02 RWH
400 x 150 DEEP ZINCALUME BOX GUTTER OVER SPANDEK SHEETING WITH SUITABLE GUTTER STRAPS @ 1200 MAX CTRS ON MIN 1:200 FALL TOWARDS MAIN ROOF GUTTER EAVE GUTTER ROOFING TYPE 1. METAL ROOF COLOUR MEDIUM ROOFING TYPE 2. 100Ø DOWNPIPE WITH RAINWATER HEAD
TERMITE PROTECTION 26560 OVERALL DWELLING 540 1400 1098 3000 2312 1200 2288 1200 W|3 W|6 W|8 W|8 2110 5890 5740
7003 6300 1830 90 3900 ENS BED 1 90 4000 BED 2
240
2170 90 STUDY 90 90 1400 600 90 ROBE
TERMITE PROTECTION TO BUILDING TO BE IN ACCORDANCE WITH NCC VOL 2 PART 3.1
4200 D|4 4440
1080
90
BB
66
4331 SHED
1047 6040 LIVING 2
90
5260 LIVING 1
240
WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A TERMITE PRONE AREA, THE AREA TO UNDERSIDE OF BUILDING AND PERIMETER IS TO BE TREATED AGAINST TERMITE ATTACK. A TERMITE BARRIER OR COMBINATION OF BARRIERS MUST BE INSTALLED IN ACCORDANCE WITH AS 3660.1 - 2000. KORDON OR SIMILAR APPROVED TERMITE PROTECTION TREATMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS TO PROTECT ENTIRE BUILDING. THE AREA BENEATH THE SUSPENDED FLOOR MUST BE VENTILATED IN ACCORDANCE WITH THE NCC & INSPECTED IN ACCORDANCE WITH AS3660.1 ALL TIMBER COMPLETELY OR PARTIALLY PROTECTED FROM WEATHER TO BE H2 TREATED ALL TIMBER OUTSIDE & ABOVE GROUND SHALL BE H3 TREATED. ALL TIMBER THAT IS NON-STRUCTURAL THAT IS IN CONTACT WITH GROUND OR WATER SHALL BE H4 TREATED. WHERE A CHEMICAL TERMITE MANAGEMENT SYSTEM IS USED, THE CHEMICAL MUST BE INCLUDED ON THE APPROPRIATE AUTHORITY'S PESTICIDES
1320 66
4200 240 840 240 DINING
WET
WD 11 WALL ON
77° 40' 59" 36.58 m
WT-01
C
W1
C
W5
FT-01
D 13
W8
WT-01
F.
W6
D3
LIVING 1 FT-01
D 21
LIVING 2 CP-01
C
C
D4
H W R
W9
DINING
D 27
FT-02
BED 3 CP-01
BSN
997
D 19 RWH
2m TIMBER PALING
WT-01
STORE
D6
D 17
W 14 FW
BATH FT-04
FW
BA
C
S
D 26
BSN
D 20
W 12
DW
ISLAN
REF
D 15
showe
W 13 RWH
ROB
KITCHEN
W 10
FT-01
O
BED 4 CP-01 W 11
S
D 22
A STORE
P'TRY
FW
FT-01
veggie patch
D 23
C
L'DRY D5 FT-04
WM WM TR
FW
CLOTHES LINE
RWH C
GL
257° 41' 00" 36.58 m
veggie patch
3323 BATH
D7
wc
FT-04 BSN D 18
STOR
FL -0.150 m
S
240
D 16
TRH FW
DRESSE
GARAGE
WC
D 24 soundscreen
3500 BED 3 240
FT-02
S
ROB
DRESSE
450
S
veggie patch
FT-03
FT-01
66
240
5411 D|7
90 90
FT-01
PASSAGE
D 14
concrete driveway
2516
FUTURE POOL (DESIGN BY OTHERS)
OUTDOOR FT-01
FT-03
STOR
W 15
WT-01
W7
C
C
STOR
D 25
BED 2 CP-01
C
FT-03
ENTRY
W 17
C
C
D 12
ROB
sb
C
W4 FT-01
D1
WD 12
sb
STUDY
D 11
BENCH SEAT
W2
C
DD
grass
WD 12
H W R W3
BK.
shower
CC
WD 11
WT-01
WALL ON
PAVING
240 2063 90 4307 180 4340 240 L'DRY LIVING 1 240 2063 90 6087 240 L'DRY KITCHEN & DINING 695 340 920 757 2410 1358 2000 2500 2100 600 1471 1738 W|10 W|9 D|3 W|4 D|2 240 D|5
D2
FT-04
concrete paving
AA
90 90 90 180 800 3500 90 LIVING 2 800 WC 1267
BK. S
2m TIMBER PALING FENCE
FT-03
168° 00' 00" 19.86 m
ENS
WT-01
PAVING
BED 1 CP-01
D9
FUTURE SHED
C
1.2M high GLASS POOL FENCE
front
FW D 10
BSN
ALL AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC PART 3.8.1
D8
TRH
BSN
WD 11
348° 00' 00" 19.86 m
6193
AA
19862 OVERALL DWELLING 1296 2509 900 1000 900 W|15 D|1 W|1 379 6997 90 2075 90 STUDY
H W R
WIR WC
2m TIMBER PALING FENCE
FLOOR GRADE INSITU SHOWER ENCLOSURE FLOOR TO BE GRADED TOWARDS OUTLET WITH GRADE NOT LESS THAN 1:60 FALL REFER TO NCC PART 3.8.1 REMAINDER OF SANITARY FACILITIES SHALL HAVE A GRADIENT BETWEEN 1:80 & 1:100 FLOOR TO BE NON-SLIP IN FINISH AS NOTED. GLAZED SCREEN & DOORS AS SELECTED TO COMPLY WITH NCC PART 3.6.4.5 -
CC
DD
WD 11
WD 12
WD 12
PROPOSED FLOOR PLAN NO. LOCATION HEIGHT WIDTH WINDOW SCHEDULE DESCRIPTION
GLAZING U-VALUE
SHGC
1
ENTRY
2250
900
3000
Residential Fixed Window
HUSH GLAZING
3.97
0.64
2
ENS
600
1500
2400
Residential Sliding Window
HUSH GLAZING
3.45
0.55
3
STUDY
1500
700
2400
Residential Fixed corner Window with silicone butt join
3.97
0.64
4
STUDY
1500
600
2400
Architectural Double-Hung Window
5.18
0.44
5
ENTRY
2100
1200
2400
Residential Fixed Window
2.55
0.61
6
LIVING 2
2400
3000
2400
Architectural Double-Hung Window
5.18
0.44
7
LIVING 1
2100
1200
2400
Residential Fixed Window
2.55
0.61
8
LIVING 1
2100
1200
2400
Residential Fixed Window
2.55
0.61
9
DINING
2100
2000
2400
Architectural Double-Hung Window
5.18
0.44
10
KITCHEN
600
2410
1500
Residential Sliding Window
3.45
0.55
11
BED 4
1800
1500
2400
HUSH GLAZING
5.18
0.44
HUSH GLAZING
4.66
0.49
HUSH GLAZING
4.66
0.49
HUSH GLAZING
5.18
0.44
5.18
0.44
3.97
0.64
Architectural Double-Hung Window Designer LouvreMASTER Adjustable Louvre Window Designer LouvreMASTER Adjustable Louvre Window
12
BATH
1500
750
2400
13
BATH
1500
750
2400
14
BED 3
1800
1500
2400
Architectural Double-Hung Window
15
BED 2
1800
900
2400
Architectural Double-Hung Window
16
BED 2
600
2200
3000
17
BED 2
1800
900
2400
Residential Fixed Window Residential Fixed corner Window with silicone butt join
KITCHE ALL KITCHEN DETAILS BY PROPRIETOR UNLESS SET OUT IN THESE DRAWINGS VERIFY ALL LAYOUTS, APPLIANCE SIZES & LOCATION ON SITE PRIOR TO CONSTRUCTION GAS COOKTOPS ARE TO BE 200mm OR GREATER FROM A STAINLESS STEEL OR GLASS SPLASHBACK WALL. IF CLEARANCE IS LESS THAN 200mm, THE FOLLOWING MUST APPLY: STAINLESS STEEL(A) THE WALL MUST NOT CONTAIN COMBUSTIBLE MATERIALS OR (B) THE SURFACE OF THE WALL IS TO BE PROTECTED AS PER AS 5601/AG601, CLAUSE 5.12.1 TOUGHENED GLASS(A) A LETTER IS TO BE SUPPLIED BY GLASS SUPPLIER OR GLASS MANUFACTURER INDICATED THAT THE GLASS IS FIT FOR PURPOSE AT THE CLEARANCE STATED AND; (B) IF THE GLASS IS FIXED TO A COMBUSTIBLE SURFACE, THAT SURFACE IS TO BE PROTECTED AS PER AS 5601/AG 601 CLAUSE 5.12.1 THIS MAY ALSO BE MET IF DOCUMENTATION ARE PROVIDED TO THE EFFECT THAT THE FIXING METHODS WITH ENSURE THE TEMPERATURE OF THE COMBUSTIBLE SURFACE WILL NOT EXCEED 65°C
FREESTANDING FIREPLACE AND FLUE TO BE INSTALLED IN STRICT ACCORDANCE TO THE NCC VOL 2 PART 3.7.3.5 AND AS/NZS 2918 & MANUFACTURER'S SPECIFICATIONS
DESCRIPTION
NAME BATH BED 1 BED 2 BED 3 BED 4 DINING ENS ENTRY FUTURE SHED GARAGE KITCHEN L'DRY LIVING 1 LIVING 2 OUTDOOR P'TRY PASSAGE STUDY wc WIR
U-VALUE
SHGC
1
ENTRY
2400
1000
ARCHITECTURAL HINDED DOOR (SINGLE)
3.97
0.64
2
BED 1
2100
1738
ARCHITECTURAL HINDED DOOR (DOUBLE)
2.55
0.61
3
LIVING 1
2400
2500
RESIDENTIAL SLIDING DOOR
4.02
0.61
4
DINING
2400
4200
RESIDENTIAL STACKING SLIDING DOOR
4.02
0.61
5
L'DRY
2100
920
ARCHITECTURAL HINDED DOOR (SINGLE) WITH FULL SCREEN DOOR
4.7
0.44
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
GARAGE GARAGE WIR ENS BED 1 STUDY BED 2 PASSAGE BED 4 BED 3 BATH wc BATH BATH LIVING 1
2040 2700 2340 2340 2340 2340 2340 2340 2340 2040 2040 2040 2040 2021 2040 2400
720 5500 1200 1200 720 1200 820 820 820 820 820 720 720 720 720 1800
22 23 24 25 26 27
P'TRY L'DRY BED 3 BED 2 BED 4 PASSAGE
2020 2020 2400 2400 2400 2700
770 770 2000 1200 2000 1800
SOLID TIMBER FLUSH PANEL DOOR SECTIONAL GARAGE DOOR AS SPECIFIED TIMBER VENEER HOLLOW CORE DOOR TO CAVITY SLIDING UNIT SOLID TIMBER FLUSH PANEL DOOR TO CAVITY SLIDING UNIT SOLID TIMBER FLUSH PANEL DOOR TO CAVITY SLIDING UNIT TIMBER VENEER HOLLOW CORE DOOR TO CAVITY SLIDING UNIT TIMBER VENEER HOLLOW CORE DOOR TO CAVITY SLIDING UNIT TIMBER VENEER HOLLOW CORE DOOR TIMBER VENEER HOLLOW CORE DOOR TIMBER VENEER HOLLOW CORE DOOR SOLID TIMBER FLUSH PANEL DOOR SOLID TIMBER FLUSH PANEL DOOR TO CAVITY SLIDING UNIT SOLID TIMBER FLUSH PANEL DOOR TO CAVITY SLIDING UNIT SOLID TIMBER FLUSH PANEL DOOR SOLID TIMBER FLUSH PANEL DOOR TO CAVITY SLIDING UNIT 2 X 900 SOILD TIMBER FLUSH PANEL DOORS TO CAVITY SLIDING UNIT TIMBER VENEER HOLLOW CORE DOOR TO CAVITY SLIDING UNIT TIMBER VENEER HOLLOW CORE DOOR TO CAVITY SLIDING UNIT 3 DOOR ROBE SLIDER WITH DOORS AS SPECIFIED 2 DOOR ROBE SLIDER WITH DOORS AS SPECIFIED 3 DOOR ROBE SLIDER WITH DOORS AS SPECIFIED 2 X 900 SOILD TIMBER FLUSH PANEL DOORS TO CAVITY SLIDING UNIT
Type AWS-066-08 RES SEROES 516 FIXED WINDOW SG 5mmEnTech AWS-003-03 502/504 AI Sliding Window DG 4/10Ar/4ET AWS-066-08 RES SEROES 516 FIXED WINDOW SG 5mmEnTech AWS-031-09 463 AI double Hung Window SG 6EVanCLr AWS-067-05 RES SERIES 516 FIXED WINDOW DG 5mmClr-8Ar-5mmEnTech AWS-031-09 463 AI double Hung Window SG 6EVanCLr AWS-067-05 RES SERIES 516 FIXED WINDOW DG 5mmClr-8Ar-5mmEnTech AWS-067-05 RES SERIES 516 FIXED WINDOW DG 5mmClr-8Ar-5mmEnTech AWS-031-09 463 AI double Hung Window SG 6EVanCLr AWS-003-03 502/504 AI Sliding Window DG 4/10Ar/4ET AWS-031-09 463 AI double Hung Window SG 6EVanCLr VAN-004-03 SERIES 525 LOUVRE WINDOW SG 6EVanClr VAN-004-03 SERIES 525 LOUVRE WINDOW SG 6EVanClr AWS-031-09 463 AI double Hung Window SG 6EVanCLr AWS-031-09 463 AI double Hung Window SG 6EVanCLr AWS-066-08 RES SEROES 516 FIXED WINDOW SG 5mmEnTech
KEYNOTE LEGEND
ROOM SCHEDULE AREA 2 m² 11 m² 16 m² 14 m² 13 m² 13 m² 14 m² 5 m² 10 m² 11 m² 47 m² 22 m² 10 m² 23 m² 21 m² 32 m² 5 m² 30 m² 5 m² 2 m² 6 m²
FLOOR FINISH TILES CARPET CARPET CARPET CARPET POLISHED CONCRETE TILES POLISHED CONCRETE CONCRETE POLISHED CONCRETE TILES POLISHED CONCRETE CARPET POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE TILES CARPET
DOOR SCHEDULE
S C A L E: 1 : 100
HEAD NO. LOCATION HEIGHT WIDTH HEIGHT
WC DOOR TO WC TO HAVE DEMOUNTABLE HINGES OR OPEN OUTWARDS ENSURE ROOM HAS ADEQUATE VENTILATION BY MEANS OF NATURAL OR
FIREPLAC
OUTLINE 90 240 2810 90 4000 90 600 1400 90 6040 90 5260 240 4200 240 BED 2 LIVING 2 LIVING 1 DINING 90 240 6800 90 3500 90090 2600 90 90 3500 90 7340 240 900 GARAGE BED 3 WC BED 4 KITCHEN 240 240 5560 240 4190 240 2600 240 4190 240 2300 90 2500 90 2360 1240 STORE BATH P'TRY STORE L'DRY 4500 26560 1020 4496 FRONT SETBACK OVERALL DWELLING REAR SETBACK
BB
ALL FIXTURES, FITTINGS & FINISHES AS SELECTED ALL JOINERY TO PROPRIETORS REQUIREMENTS TILE ABOVE VANITY TO MIN 150mm INSTALL FRAMED MIRROR AS SELECTED TO WALL ABOVE VANITY
LAUNDRY TILE BEHIND BENCH & WASHER TO MIN. HEIGHT OF 800mm PROVIDE NOGGING FOR WALL MOUNTED DRYER OVER WASHER PROVIDE FLOOR OUTLET
19860 OVERALL DWELLING
pit
WATERPROOFING OF WET AREAS' BEING BATHROOMS, SHOWER, LAUNDRY, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS
TYPE HIGHTLIGHT : AWS-066-08 RES SERIES 516 FIXED WINDOW SG 5mmEnTech AWS-021-03 548 HD AI French Door DG A/10Ar/4ET. SIDELIGHT AWS-067-05 RES SERIES 516 FIXED WINDOW DG 5mmClr-8Ar- 5mmEnTech. AWS-013-01 541/542 AI Sliding Door DG 4/10/4Clr AWS-013-01 541/542 AI Sliding Door DG 4/10/4Clr AWS-020-10 548 HD AI French Door SG 6eVanClr. HIGHTLIGHT : AWS-067-05 RES SERIES 516 FIXED WINDOW DG 5mmClr-8Ar- 5mmEnTech.
BA BK. BSN C CP-01 DW F. FT-01 FT-02 FT-03 FT-04 FW GL REF RWH S TR TRH WC WM WT-01
BATH TUB AS SELECTED BULKHEAD WITH CLADDING TO MATCH EXISTING BASIN AS SPECIFIED COLUMN TO ENGINEER'S DESIGN & DETAIL CARPET ON CONCRETE FLOOR TO STRUCTUREAL ENGINEERS DRAWINGS AND SPECIFICATIONS DISHWASHER SPACE FIXED GLAZING POLISHED CONCRETE CONCRETE PAVING TILES STAINLESS STEEL 90mm› FLOOR WASTE GLAZING REFRIGERATOR SPACE CONFIRM REQUIREMENT WITH APPLIANCE SPECIFICATION 100Ø DOWNPIPE WITH RAINWATER HEAD FIXED SHELVING STAINLESS STEEL LAUNDRY TROUGH AS SELECTED TOILET ROLL HOLDER TOILET SUITED AS SPECIFIED WASHING MACHINE SPACE WALL TYPE 1. FACE BRICKWORK AS SPECIFIED
K
NGL -0.15 m
D1
W 17 W 15
C A TB E S
NGL -0.15 m
0.9M BOLLARD FENCE
LIGHTWEIGHT LETTER BOX
1000
1000
GL F.
GL GL
W 10
F.
D3
W5
W4 W3
WT-01
F.
D2
RWH
F.
F.
F.
W9
F.
C
C
C
900 D5
VEGGIE PATCH
2m TIMBER PALING FENCE
WEST ELEVATION
F.
WT-01
RWH
F.
WT-02
C
GL
RWH
BOUNDARY
BOUNDARY
RWH
D7
FL 0.00 m
PERGOLA
3000 BOUNDARY CEILING HEIGHT
W1
GL
5046 APPROX OVERALL HEIGHT 3150
F.
3000 CEILING HEIGHT
S WT-01
2000
FIRE PLACE
RWH
K C A TB E 5046 APPROX OVERALL HEIGHT 3150 BOUNDARY
F.
K
K
WT-01
F.
CL 3.00 m
C
C
F.
WT-01
A
A 2000
1000
1000
TB
TB
FL 0.00 m
2000
FIRE PLACE
WT-02
E
E
CL 3.00 m
S
S
2000
ALUMINUM FRAME TO PERGOLA REFER TO ENGINEER DESIGN FOR WALL CONSTRUCTION DETAIL
EAST ELEVATION
S C A L E: 1 : 100
2000
LIGHTWEIGHT CLADDING & FINISH AS SPECIFIED
ALUMINUM FRAME TO PERGOLA REFER TO ENGINEER DESIGN FOR WALL CONSTRUCTION DETAIL
FIRE PLACE
TIMBER WALL WITH PAINTED FINISH
1000
D4
NGL -0.15 m
RWH C
C
C
ll wa
F.
y ar d un bo
F.
F.
F.
GL
on
W8
W7
W6
3000 CEILING HEIGHT
WT-01
C
C
C
FL 0.00 m
WT-01
WT-01
RWH
WT-02
RWH
CL 3.00 m
C
BOUNDARY
5056 APPROX OVERALL HEIGHT 3150
S
E
BOUNDARY
TB
A
C
K
S C A L E: 1 : 100
WT-01
W3
DOOR & WINDOW NOTE 1.
2.
STACKING SLIDING
2M TIMBER PAILING FENCE
3. 4. 5.
NORTH ELEVATION S C A L E: 1 : 100
6.
7. 8. 9. 10.
S E 2000
FACE
BOUNDARY
BOUNDARY
1110
K
GL WT-01
1.2X0.3 CONCRETE SLABS PAVING 0.9m BOLLARD
SOUTH ELEVATION S C A L E: 1 : 100
WT-01
W 14
GL
GL
WT-01
N LO L WA
BO
WT-01
2150
GL
FL 0.00 m
ON
Y
675
LL WA
R DA N U
RWH
RWH
EG RWH
EG
3000 CEILING HEIGHT
1000
W B AL O L U O N N D AR Y
5056 APPROX OVERALL HEIGHT 3150
7820
C
4190 EAVE GUTTER FIRE PLACE
CL 3.00 m
NGL -0.15 m
3080
A
4190 EAVE GUTTER
TB
7280
1.2M GLASS POOL FENCE
W 11
veggie
GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE, TYPE AND THICKNESS SO AS TO COMPLY WITH: - BCA PART 3.6 FOR CLASS 1 AND 10 BUILDINGS WITHIN A DESIGN WIND SPEED OF NOT MORE THAN N3. & COMPLY WITH CURRENT AS 1288 2006. WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO MANUFACTURE. WINDOWS TO BE FLASHED ALL AROUND TO ENSURE COMPLETE WATER TIGHTNESS. ALLOW TO PROVIDE WEATHER STOPS ALONG OPENINGS AS REQUIRED. DOORS & WINDOWS TO BE HANDLED, FINISHED & INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO VERIFY WITH OWNER FOR FULL EXTENT OF ANY WINDOWS TO BE PROVIDED WITH FLY SCREENS AS PER MANUFACTURER'S DETAILS & SPECIFICATIONS. ALL EXTERNAL WINDOW FRAMES & SASHES ETC. TO BE ANODISED ALUMINUM TYPE. REFER TO ENERGY RATERS REPORT FOR ALL U VALUES & SHGC COMPLIANCE & THERMAL PROPERTIES. ALL WINDOWS & DOORS ARE SHOWN AS EXTERNALLY ELEVATED. FLY SCREENS ARE PROVIDED TO ALL EXTERNAL OPENABLE WINDOWS ALL WINDOWS ARE DOUBLE GLAZED. ALL OPEN-ABLE WINDOWS SHALL HAVE KEYED ALIKE LOCKS.
KEYNOTE LEGEND C EG F. GL RWH WT-01 WT-02
COLUMN TO ENGINEER'S DESIGN & DETAIL EAVE GUTTER FIXED GLAZING GLAZING 100Ã&#x2DC; DOWNPIPE WITH RAINWATER HEAD WALL TYPE 1. FACE BRICKWORK AS SPECIFIED WALL TYPE 2. LIGHT WEIGHT CLADDING & FINISH AS SPECIFIED
R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
ROOF BATTENS 45X70 MGP12 AT 900 CTRS MAX SPAN 900MM WITH SAFETY BATTENS BETWEEN
TIMBER TRUSSES AT 9OO CTS TO BE CERTIFIED BY MANUFACTURE. GIRDER TRUSS LOCATIONS, TIE-DOWN & BRACING DETAILS TO BE PROVIDED BY TRUSS MANUFACTURER
R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
WT-01
3000 CEILING HEIGHT 3150
BK.
D 10
CL 3.00 m
CONTINUOUS BEAD OF
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE
RT-01
ENS
TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLOURBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
400
5820
CL 3.00 m
SKET TOP HAT BATTENS 10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @450 MAX CTRS WITH PAINED FINISH AS SPECIFIED
BED 1
D9
BSN
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE 10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH PAINTED FINISH AS SPECIFIED
D2 S
BOX GUTTER DETAIL & CALLOUT 1 S C A L E: 1 : 25 POLISHED CONCRETE FINISHED
WD 11 TILES FINISHED
WAFFLE PODS SLAB AS PER ENGINEERS DESIGN USING 225MM VOIDS & 100MM SLAB
CARPET FINISHED
SECTION AA S C A L E: 1 : 50
WAFFLE PODS SLAB AS PER ENGINEERS DESIGN USING 225MM VOIDS & 100MM SLAB OVER
FL 0.00 m
CONCRETE SLAB & FOOTINGS SHOWN INDICATIVELY ONLY REFER TO ENGINEER'S DESIGN & DETAIL
NGL -0.15 m
120
NGL -0.15 m
500
FL 0.00 m
PARAPET WALL TO BE FLASHED AS REQUIRED
150
TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLORBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
BOUNDARY
ZINCALUME METAL TRAY BOX GUTTER ON PLYWOOD SUBSTRATE MIN. 1:100 FALL
300 3300
A
TB
A
TB
C
E
K
S CONCRETE SLAB & FOOTINGS SHOWN INDICATIVELY ONLY REFER TO ENGINEER'S DESIGN & DETAIL
S
K
E
C
2000
2000
DETAIL FOOTING S C A L E: 1 : 25
20
TRIMDEK SHEET ROOFING @ PITCH WITH COLORBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET UNDER TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLORBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
BOUNDARY
WD 11
1000
2.00°
TIMBER TRUSSES AT 9OO CTS TO BE CERTIFIED BY MANUFACTURE. GIRDER TRUSS LOCATIONS, TIE-DOWN & BRACING DETAILS TO BE PROVIDED BY TRUSS MANUFACTURER
RT-01
RT-01
BOUNDARY
1000 R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
KEYNOTE LEGEND BG
PARAPET WALL TO BE FLASHED AS REQUIRED BK. BSN F. GL RT-01 S WT-01
3.75°
BG
CL 3.00 m W 16
FL 0.00 m
NGL -0.15 m
GARAGE D7
BED 2
ENTRY W 15 GL
D1
S C A L E: 1 : 50
W1
BED 1 D 11
10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @450 MAX CTRS WITH PAINTED FINISH AS SPECIFIED
F.
F.
W 17
WALL ON BOUNDARY
WALL ON BOUNDARY CARPET
SECTION BB
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE
F.
WT-01
WT-01
3000 CEILING HEIGHT 3150
F.
POLISHED CONCRETE FINISHED
WAFFLE PODS SLAB AS PER ENGINEERS DESIGN CONCRETE SLAB FOOTINGS SHOWN INDICATIVELY ONLY REFER TO ENGINEER'S DESIGN & DETAIL
CARPET
POLISHED CONCRETE FINISHED
400 x 150 DEEP ZINCALUME BOX GUTTER OVER SPANDEK SHEETING WITH SUITABLE GUTTER STRAPS @ 1200 MAX CTRS ON MIN 1:200 FALL TOWARDS MAIN ROOF GUTTER BULKHEAD WITH CLADDING TO MATCH EXISTING BASIN AS SPECIFIED FIXED GLAZING GLAZING ROOFING TYPE 1. METAL ROOF COLOUR MEDIUM FIXED SHELVING WALL TYPE 1. FACE BRICKWORK AS SPECIFIED
K C A TB
A C
E
TB K
S
E
2000
S
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE TRUSSES TIMBER TRUSSES AT 9OO CTRS TO BE CERTIFIED BY MANUFACTURE. GIRDER TRUSS LOCATIONS, TIE-DOWN & BRACING DETAILS TO BE PROVIDED BY TRUSS MANUFACTURER
2000
10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @450 MAX CTRS WITH PAINTED FINISH AS SPECIFIED R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
20
TRIMDEK SHEET ROOFING @ PITCH WITH COLORBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
1000
WD 12
TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLORBOND FINISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
BOUNDARY
BOUNDARY
1000
LIGHTWEIGHT CLADDING
R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
2.00° RT-01
2.00°
SKET TOP HAT BATTENS
WT-01
WD 12 RT-01
CL 3.00 m
EG
F.
W 11
LIVING 1
BED 4
M.
D 15
D 26
W5
RWH GL
D 14
F.
W4
D 20
F.
F. C
DETAIL - CALLOUT 2
D2
W3
S C A L E: 1 : 50
F. F.
F.
NGL -0.15 m CARPET
2800
SECTION CC
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
WAFFLE PODS SLAB AS PER ENGINEERS DESIGN
DOOR WITH CONCEALED RECESSED CEILING TRACK
S C A L E: 1 : 50
TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLORBOND FINIISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
FACE BRICKWORK AS SPECIFIED
CONCRETE SLAB & FOOTINGS SHOWN INDICATIVELY ONLY REFER TO ENGINEER'S DESIGN & DETAIL
POLISHED CONCRETE FINISHED
10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @450 MAX CTRS WITH PAINTED FINISH AS SPECIFIED
POLISHED CONCRETE FINISHED
SKET TOP HAT BATTENS
2.00°
RT-01
WT-02
W 12
C
D 21
C
WT-01
BK.
continuous bead of sealant
R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND GARGARE
RWH
BK.
C
3000 CEILING HEIGHT 3150
FL 0.00 m
WT-01
CL 3.00 m
WT-01
RT-01
CONTINUOUS BEAD OF SEALANT
TB
K C A
10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @450 MAX CTRS WITH PAINED FINISH AS SPECIFIED
E K
S
C
E
A
TB
S
10MM PLASTERBOARD CEILING LINING FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH PAINED FINISH AS SPECIFIED
TRUSSES TIMBER TRUSSES AT 9OO CTRS TO BE CERTIFIED BY MANUFACTURE. GIRDER TRUSS LOCATIONS, TIE-DOWN & BRACING DETAILS TO BE PROVIDED BY TRUSS MANUFACTURER
2000
2000
1000
1000 R5.0 BULK CEILING INSULATION AS PER ENERGY RATER'S REPORT INCLUDIND
TRIMDEK SHEET ROOFING @ PITCH WITH COLOURBOND FINIISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF MEDIUM SOLAR ABSORPTANCE
2.00°
ALUMINUM FRAME TO PERGOLA REFER TO ENGINEER DESIGN FOR WALL CONSTRUCTION DETAIL
WD 12
S C A L E: 1 : 50
BOUNDARY
20
BOUNDARY
DETAIL - CALLOUT 3
R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
TRIMDEK SHEET ROOFING @ 20 PITCH WITH COLORBOND FINIISH FIXED TO SUITABLE TOP HAT BATTENS @ 450 MAX CTRS WITH R1.3 ANTICON INSULATION BLANKET TO METAL ROOF - MEDIUM SOLAR ABSORPTANCE
R2.5 BULK WALL INSULATION AND SARKING IN ACCORDANCE WITH ENERGY RATER'S REPORT
RT-01
RT-01
BG
OUTDOOR
DINING D 14
D3
D4
W5
GL
W4
F.
F.
F.
F.
FASICA
CL 3.00 m
D2
W3
GUTTER DETAIL - CALLOUT 4
F.
FL 0.00 m
SKET TOP HAT BATTENS
C
C
RWH
KITCHEN
C
C
L'DRY
GUTTE
WT-01 RWH
WT-02
F. WT-01
3000 CEILING HEIGHT 3150
WT-01
CL 3.00 m
F.
F.
S C A L E: 1 : 25
NGL -0.15 m TILES FINISHED
SECTION DD S C A L E: 1 : 50
POLISHED CONCRETE FINISHED
WAFFLE PODS SLAB AS PER ENGINEERS DESIGN
KEYNOTE LEGEND
CONCRETE SLAB & FOOTINGS SHOWN INDICATIVELY ONLY REFER TO ENGINEER'S DESIGN & DETAIL
BG
BK. C EG F. GL M. RT-01 RWH WT-01 WT-02
400 x 150 DEEP ZINCALUME BOX GUTTER OVER SPANDEK SHEETING WITH SUITABLE GUTTER STRAPS @ 1200 MAX CTRS ON MIN 1:200 FALL TOWARDS MAIN ROOF GUTTER BULKHEAD WITH CLADDING TO MATCH EXISTING COLUMN TO ENGINEER'S DESIGN & DETAIL EAVE GUTTER FIXED GLAZING GLAZING ROOFING TYPE 1. METAL ROOF COLOUR MEDIUM 100Ø DOWNPIPE WITH RAINWATER HEAD WALL TYPE 1. FACE BRICKWORK AS SPECIFIED WALL TYPE 2. LIGHT WEIGHT CLADDING & FINISH AS SPECIFIED
77° 40' 59" 36.58 m
ELECTRICAL DOWNLIGHTS
GPO'S
SAL ECOGEM S9041 IP 44 DIMMABLE LED DOWNLIGHT KIT 10w COMPLETE WITH CONSTANT CURRENT DRIVER, LAMP, LAMP HOLDERS & TRANSFORMER
SINGLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL GENERALLY OR @ HEIGHT AS NOTED. ALL SWITCHES ABOVE BENCHES TO BE @1100
ENERGY EFFICIENT COMPACT FLUORESCENT DOWNLIGHT 11w/13w COMPLETE WITH LAMP HOLDER BATHROOM DOWNLIGHT SAL ECOGEM S9041 IP 44 DIMMABLE LED DOWNLIGHT KIT 10w COMPLETE WITH LOW VOLTAGE TRANSFORMER, SILICON LAMP LEAD, FLEX & PLUG & LAMP
DOUBLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL GENERALLY OR @ HEIGHT AS NOTED. ALL SWITCHES ABOVE BENCHES TO BE @1100
PL DOWNLIGHT 1 x 18w/ 1 x 26w COMPLETE WITH POLYCARBONATE VENTILATED HOUSING, TILTABLE LAMP HOLDERS, FLEX & PLUG, LMAP & GLASS COVER (SUITABLE FOR COMMERCIAL: BOARDROOMS, HOSPITALS & AGED CARE)
168° 00' 00" 19.86 m
SINGLE WATER PROOF DOUBLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL GENERALLY OR @ HEIGHT AS NOTED.
EVOLINE PORT RETRACTABLE POWERPOINT INSTALLED IN ISLAND BENCH / SUSPENDED POWERPOINT
ENERGY EFFECIENT CABINET LIGHT 7w COMPLETE WITH LAMP, LAMP HOLDERS & MAINS LEAD FOR HARD WIRING OR LOW WATTAGE CABINET LIGHT 1.1w COMPLETE WITH REMOTE LED DRIVER, 2m CABLE FOR CONNECTION TO DRIVER & LAMPS INTERIOR USE ONLY
SWITCHES SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL
DIRECTIONAL DOWNLIGHTS 0.4w COMPLETE WITH LAMPS, 1m CABLE FOR CONSTANT VOLTAGE LED DRIVERS & MOULDINGS. INTERIOR & EXTERIOR USE
2
2 WAY SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL
3
3 WAY SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL
D
DIMMABLE SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL
348° 00' 00" 19.86 m
DOUBLE WATER PROOF DOUBLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL GENERALLY OR @ HEIGHT AS NOTED.
WATERPROOF SWITCH MOUNTED AT 1000mm ABOVE FLOOR
NOTE: COVERS OVER DOWNLIGHTS OR USE DOWNLIGHTS THAT CAN HAVE INSULATION RUN OVER THEM
EXHAUSTS
OTHER LIGHTS
HEATER / LIGHT / EXHAUST FAN FITTING. CEILING MOUNTED. 4 x 275w. WIRE TO SEPERATE SWITCHES FOR RESPECTIVE OPERATION. FAN TO BE DUCTED TO OUTSIDE AIR WITH SELF CLOSING SEAL IN ACCORDANCE WITH ENERGY RATING REQUIREMENTS
CEILING MOUNTED OYSTER LIGHT FITTING LED UPLIGHTS RECESSED INTO TIMBER FLOOR OR PAVING
SB
CEILING MOUNTED EXHAUST FAN WITH LIGHT. DUCT TO OUTSIDE AIR WITH SELF CLOSING SEAL IN ACCORDANCE WITH ENERGY RATING REQUIREMENTS
WATERPROOF BOLLARD GARDEN LIGHT AS SELECTED ENERGY EFFICIENT LOW BAY METAL HALIDE 150w/250w/400w COMPLETE WITH ELLIPTICAL COATED LAMPS, PORCELAIN LAMP HOLDERS & WIRE & GLASS SEALED FRONT (SUITABLE FOR CEILING HEIGHTS OF 3 TO 5 METERS)
RANGEHOOD TO BE HARDWIRED & EXHAUST DUCTED TO OUTSIDE AIR. DUCT TO BE SELF CLOSING WHEN NOT IN USE
FANS
HIGH BAY METAL HALIDE 250w/400w COMPLETE WITH REFLECTOR, FLEX & PLUG, PERCELAIN LAMP HOLDER, ELLIPTICAL COATED LAMP & SUSPENSION HOOK
CEILING FAN WITH 3 SPEED VARIABLE SWITCH CEILING LIGHT 22w & FAN WITH 3 SPEED VARIABLE SWITCH
STAIR/WALL LOW LEVEL LIGHT 1.6w INTERIOR USE ONLY BUNKER EXTERIOR LIGHT COMPLETE WITH CERAMIC LAMP HOLDERS & FROSTED GLASS
MB
OTHER CONNECTIONS
INTERIOR WALL MOUNTED LIGHTING 1 x 20w / 2 x 20w COMPLETE WITH LAMPS, SPRING LOADED LAMP HOLDERS & REMOTE TRANSFORMER EXTERIOR WALL MOUNTED LIGHTING 1 x 20w / 2 x 20w COMPLETE WITH LAMPS, SPRING LOADED LAMP HOLDERS & REMOTE TRANSFORMER EXAMINATION LAMP
TELEPHONE POINT MOUNTED AT 1100mm OR HEIGHT ABOVE FLOOR LEVEL AS NOTED COMPUTER NETWORK DATA POINT MOUNTED AT 300mm OR HEIGHT ABOVE FLOOR LEVEL AS NOTED. REFER TO PLANS FOR HUB LOCATION
FLOODLIGHTS
INTERCOM MOUNTED AT 1100mm OR HEIGHT ABOVE FLOOR LEVEL AS NOTED
ENERGY EFFICIENT METAL HALIDE FLOODLIGHTS 70w/150w/250w/400w COMPLETE WITH LAMPS, LAMP HOLDERS, TOUGHENED FRONT GLASS OR TUNGSTEN HALOGEN FLOODLIGHTS 50w/500w COMPLETE WITH LAMPS, LAMP HOLDERS, TOUGHENED FRONT GLASS
TOWEL RAIL THERMOSTAT FOR HEATING SYSTEM MOVEMENT SENSOR
ENERGY EFFICIENT METAL HALIDE FLOODLIGHTS 70w/150w/250w/400w COMPLETE WITH LAMPS, LAMP HOLDERS, TOUGHENED FRONT GLASS OR TUNGSTEN HALOGEN FLOODLIGHTS 50w/500w COMPLETE WITH LAMPS, LAMP HOLDERS, TOUGHENED FRONT GLASS WITH MOVEMENT
ENERGY EFFICIENT FLUORESCENT BATTENS 1 x 36w 1200mm COMPLETE WITH LAMPS, LAMP HOLDERS, DIFFUSERS & ENERGY EFFICIENT FLUORESCENT T-BARS 2 x 36w 1200mm COMPLETE WITH LAMPS, LAMP HOLDERS, DIFFUSERS &
ENERGY EFFICIENT FLUORESCENT BATTEN 1 x 18w 600mm COMPLETE WITH LAMPS, LAMP HOLDERS, DIFFUSERS & ENERGY EFFICIENT FLUORESCENT BATTEN 1 x 18w 600mm COMPLETE WITH LAMPS, LAMP HOLDERS, DIFFUSERS & ENERGY EFFICIENT CIRCULAR FLUORESCENT 22w/32w/40w EXTERIOR CIRCULAR FLUORESCENT 28w COMPLETE WITH LAMPS, LAMP HOLDERS,
PENDANTS PENDANT FEATURE LIGHT AS SELECTED SMALL CHANDELIER
DOOR BELL
ELECTRICAL BOX MB
SB
ELECTRICAL METERBOX IN POWDER COATED STEEL CABINET RECESSED INTO WALL. ELECTRICAL SWITCHBOARD IN SUITABLE CABINET RECESSED INTO WALL
HWS HWS BOSCH CONDENSING (RESIDENTIAL 260eco+ / COMMERCIAL 32C) GAS HOT WATER SYSTEM WITH ELECTRONIC IGNITION, WEATHERPROOF POWER POINT REQUIRED SWITCHEN 500mm OF THE UNIT
HWS ELEC HOT WATER SERVICE (DIRECT WIRED) - PROVIDE THERMOSTATIC MIXING VALVES ECT. AS REQUIRED. OR SOLAR HOT WATER SERVICE WITH GAS BACKUP - PROVIDE THERMOSTATIC MIXING VALVES ECT. AS REQUIRED. SMOKE ALARM TO BE HARD WIRED WITH BATTERY BACKUP IN ACCORDANCE WITH BCA PART 3.7.2 SMOKE ALARMS
PENDANT FEATURE LIGHT AS SELECTED MEDIUM CHANDELIER PENDANT FEATURE LIGHT AS SELECTED LARGE CHANDELIER PENDANT FEATURE LIGHT AS SELECTED EXTRA LARGE CHANDELIER
HEATING & COOLING MULTI HEAD SPLIT SYSTEM AIR CONDITIONER WALL MOUNTED HEAD UNIT (DRAINED TO OUTSIDE) -UNIT LOCATION DETERMINED ON SITE. EXTERNAL UNITS MUST BE SCREENED FROM VIEW BY TIMBER SLATES AIR CONDITIONER CONDENSOR FOR SPLIT SYSTEM (DIRECT WIRED) -UNIT LOCATION DETERMINED ON SITE NOTE: ALL HEATING & COOLING LAYOUT BY ELECTRICAL CONTRACTOR SPLIT SYSTEM ARE TO BE INSTALLED IN ALL BEDROOMS AND LIVING AREAS AT THE DIRECTION OF THE PROPRIETOR IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS -UNITS TO BE CONNECTED TO POWER AS REQUIRED
257° 41' 00" 36.58 m
TELEVISION POINT MOUNTED AT 1100mm OR HEIGHT ABOVE FLOOR LEVEL AS NOTED.
TRAPEZE CEILING MOUNTED LIGHT AS SELECTED
FLUORESCENTS
HWS
AUDIO ALL SPEAKER SYSTEMS LAYOUT AT THE DIRECTION OF THE PROPRIETOR IN CONSULTATION WITH THE ELECTRICAL & AUDIO VISUAL CONTRACTOR NOTE: ALL ADDITIONAL DATA & CABLING, SPEAKERS & STEREO SYSTEMS ARE AT THE DIRECTION OF THE RELEVANT CONSULTANTS
ELECTRICAL & LIGHTING S C A L E: 1 : 100
ELECTRICAL ROOM SCHEDULE NAME BATH BED 1 BED 2 BED 3 BED 4 DINING ENS ENTRY FUTURE SHED GARAGE KITCHEN L'DRY LIVING 1 LIVING 2 OUTDOOR P'TRY PASSAGE STUDY wc WIR
AREA 2 11 16 14 13 13 14 5 10 11 47 22 10 23 21 32 5 30 5 2 6
FLOOR FINISH m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m² m²
TILES CARPET CARPET CARPET CARPET POLISHED CONCRETE TILES POLISHED CONCRETE CONCRETE POLISHED CONCRETE TILES POLISHED CONCRETE CARPET POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE TILES CARPET
DOOR DETAILS SCALE :
300
D2
entry
1238
D4
3007
2060
l'dry
1238
758
D7
D6
D5
dining
living 1
1238
2400
F.
D3
bed 1
F.
2100
2400
2400
2100
D1
F.
F.
F.
5500
150
FL 0.00 m
2400
3000
F.
760
920
300
600
CL 3.00 m
4200
2500
2638
2400
1000
GAGARE
GARAGE
860
860
858
FL 0.00 m
D9 D8
2360
2360
D 12
D 11
ENS
860
860
2359
D 10
BED 1
BED 1
2359
2359
2359
2359
3000
CL 3.00 m
GARAGE
BED 2
1838
758
758
758
758
D 14
D 13
STUDY
ENTRY
FL 0.00 m
D 15
BED 3
PASSAGE
2419
2059
2040
BED 4
BED 3
LIVING 2
1838
1350
2150
D 21
D 20
D 19
WC
1603
1603
2150
D 18
D 17
D 16
PASSAGE
2059
2059
2060
2060
3000
CL 3.00 m
FL 0.00 m
D 26
BED 4
D 22
P'TRY
D 23
L'DRY
D 24
BED 3
2719
2475
2475
2040
2040
2475
3000
CL 3.00 m
D 25
BED 2
D 27
LIVING 2
WINDOW DETAILS SCALE : 1/50
900
1400
1500
700
1200
600
2100
1500
1500
GL
GL
900
900
F.
F.
300
F.
900
750
F.
FL 0.00 m
1500
GL
1800
3000
GL
600
CL 3.00 m
2250
CL 3.00 m
FL 0.00 m W2
W1
W3
ENS
ENTRY
STUDY
3000
W3
W3 PLAN
STUDY
1200
W4
W5
STUDY
ENTRY
2410
2000
1200
GL
GL
W6
W7
W8
LIVING 1
LIVING 2
1500
GL
F.
LIVING 1
750
GL
GL
W9
W 10
DINING
KITCHEN
1500
750
W 11
W 12
BED 4
BATH
BED 2
1800 600
1800 F.
600
F.
600 W 15
900
600
GL
FL 0.00 m
GL
BED 3
1000
2400
1800
F.
GL
GL
W 14
W 13
BATH
2200
CL 3.00 m
GL
600
900
900
900
600
FL 0.00 m
GL
F.
F.
1800
GL
1500
GL
1500
GL
1800
3000
CL 3.00 m
GL
GL
W 16
W 17
W 17
BED 2
BED 2
BED 2
600
2100
GL
900
GL
GL
300
FL 0.00 m
300
F.
2100
GL
300
GL
2100
GL
2400
3000
CL 3.00 m
W17 PLAN
4760 90
polishes mirror 60(w) x 1200(h)
845
845
90 900 90 758 112
990 90
4760
885
D 17
D 20
W 12 BA
90
845 90 900 90
1060
492 708
149 786 240
110 3650
4760
FL 0.00 m
582
D 19
D 17
BA
110
19
19 149
FL 0.00 m
1552
90
708 3650
BATH - ELEVATION D
D WD 20 B
S C A L E: 1 : 50
W 13
240 786
A
BATH PLAN
CL 3.00 m
2059 316 566 1536
3000
941
582 316
3000
1536
941 FL 0.00 m
2059
941
240
90 750 910 240
BSN
CL 3.00 m
566
W 12
RWH
BSN
900
BA
W 13
D 20
600 75
FW
1159
D 20
D 17
D 19
825
D 19
3000
BSN
FT-04
3650
BATH
BSN
240 492 823 708
STOR
showe
CL 3.00 m
1150
DRESSE
1060 240 708 492 1150
C
BATH - ELEVATION A
BATH - ELEVATION B
S C A L E: 1 : 50
S C A L E: 1 : 50
S C A L E: 1 : 50
2160 1240 90
345
1500
315
941
600
CL 3.00 m
D 10
D9
D 20
FL 0.00 m
90 1238 318
307 3195
D 19
566
FL 0.00 m
2059
W2
3000
3000
600
641
641 1459
D9
90 500 758 100 382 90 1920
240
W2
D 10 BSN
702
showe
CL 3.00 m
1800
600
FT-04
CL 3.00 m
900
ENS
3000
D9 BSN
3195
BSN
1563
90
D 10
2359
500 90
1002 163 1600 90 100 240
3195
240
992 240 10
90 990 455
BA
FL 0.00 m
1690
455 990 90
4760
2160 3 6 WD 20 4 5
ENSUITE PLAN
ENSUITE - ELEVATION A
ENSUITE - ELEVATION B
BATH - ELEVATION C
S C A L E: 1 : 50
S C A L E: 1 : 50
S C A L E: 1 : 50
S C A L E: 1 : 50
W2 D9
WATERPROOFING NOTE WATERPROOFING OF WET AREAS' BEING BATHROOMS, SHOWER, LAUNDRY, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS
W2
D 10 BSN
ALL AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC PART 3.8.1
BSN
900
75
BSN
2359
3000
GL
825 600 600
GL
CL 3.00 m
75
641
807 636 582
CL 3.00 m
900
2359
641
POLISHED MIRROR 1600(W) X 1200(H)
3000
3650
D 17
300
690
1000
1900
825
1210 90
3000
90 690
90
830
910 90
FL 0.00 m
FL 0.00 m
240
318 430 430
2160 240 992 163
318
103 1600
10 3195
90
100
ENSUITE - ELEVATION C
ENSUITE - ELEVATION D
S C A L E: 1 : 50
S C A L E: 1 : 50
FLOOR GRADE INSITU SHOWER ENCLOSURE FLOOR TO BE GRADED TOWARDS OUTLET WITH GRADE NOT LESS THAN 1:60 FALL REFER TO NCC PART 3.8.1 REMAINDER OF SANITARY FACILITIES SHALL HAVE A GRADIENT BETWEEN 1:80 & 1:100 FLOOR TO BE NON-SLIP IN FINISH AS NOTED.
NOTE all internal details / finishes & fixtures to be confirmed KEYNOTE LEGEND BA BSN FT-04 FW GL RWH
BATH TUB AS SELECTED BASIN AS SPECIFIED TILES STAINLESS STEEL 90mm› FLOOR WASTE GLAZING 100Ø DOWNPIPE WITH RAINWATER HEAD
POLISHES MIRROR 560(W) 1200(H)
WC PLAN
2600
90 500
980
758
240
2059
941 FL 0.00 m
90 800 90
90
3000
3000
941
1960
D 18
BSN
FL 0.00 m
60 400 40
2100
2059
3000
1660 140 300
941 3000 FL 0.00 m
90
D WD 21 B
S C A L E: 1 : 50
2564
3000
A
TRH
CL 3.00 m
436 127 300
D 18
BSN
900 140
BSN
CL 3.00 m
D 18
900
FT-04
CL 3.00 m
2059
wc
FW
BSN
122 314
800
TRH
D 18
WALL PLATE TRH
FL 0.00 m
800 90 800 90
570 90
442 2780
C
WC - ELEVATION A
WC - ELEVATION B
WC - ELEVATION C
WC - ELEVATION D
S C A L E: 1 : 50
S C A L E: 1 : 50
S C A L E: 1 : 50
S C A L E: 1 : 30
WATERPROOFING NOTE WATERPROOFING OF WET AREAS' BEING BATHROOMS, SHOWER, LAUNDRY, SANITARY COMPARTMENTS AND THE LIKE SHALL BE PROVIDED IN ACCORDANCE WITH AS 3740-2010: WATERPROOFING OF DOMESTIC WET AREAS ALL AREAS TO BE CONSTRUCTED IN ACCORDANCE WITH NCC PART 3.8.1 FLOOR GRADE INSITU SHOWER ENCLOSURE FLOOR TO BE GRADED TOWARDS OUTLET WITH GRADE NOT LESS THAN 1:60 FALL REFER TO NCC PART 3.8.1 REMAINDER OF SANITARY FACILITIES SHALL HAVE A GRADIENT BETWEEN 1:80 & 1:100 FLOOR TO BE NON-SLIP IN FINISH AS NOTED.
NOTE all internal details / finishes & fixtures to be confirmed
FW
WC TRH
FL 0.00 m
D 10
900 90 900 90
WC_BED 1- PLAN S C A L E: 1 : 50
AA' WD 21 BB'
KEYNOTE LEGEND BSN FT-04 FW TRH WC
2137 127
2359
3000
436 300
WC FT-04
WALL PLATE
300
TRH
D 10
436 127
90
CL 3.00 m
641
CL 3.00 m
641
1830
2359
90 900 240
240
3000
2160
1230
980
500 90
2100
90 800 90
90
900 140
2780
1960
CL 3.00 m
D 10
WC
FL 0.00 m
100 90
758
972
1830
240
WC_BED 1 - ELEVATION AA'
WC_BED 1 - ELEVATION BB'
S C A L E: 1 : 50
S C A L E: 1 : 50
BASIN AS SPECIFIED TILES STAINLESS STEEL 90mmâ&#x20AC;º FLOOR WASTE TOILET ROLL HOLDER TOILET SUITED AS SPECIFIED
KITCHEN
W 10
FT-01
D4
W 10
ISLAN
90 800
1482
2100
W 10
1100
3480
1220
FL 0.00 m
200
740 240
2446
90 85 5240
KITCHEN PLAN
D WD 23 B
S C A L E: 1 : 50
D 23
D 22
900 300
REF
D 22
FL 0.00 m
240 940
C
2040
D5
CL 3.00 m
1800
960
300
300 900
A
660
5480
200
D
CL 3.00 m
3000
240
S
A
1590
4950
810
400 210
2680
FL 0.00 m
400 810 800 150 140 90
7670
240 600
1460
700 700 1010 540 90 90 6877
KITCHEN_ELEVATION D
S C A L E: 1 : 50
S C A L E: 1 : 50
90 570
WM
1300
TR
630
90
2360
960
CL 3.00 m
300
300 660
C
D5
1800 2040
D 23
3000
STOR
2040
900
CL 3.00 m
D 23
FL 0.00 m
90
90 400
2500
240 5280
810
210
740
D5
900
WM
D5
2100
600
FT-04
2040
900
L'DRY FW
3000
C
STOR
960
740 240 78
1220
240 1100 375 600 2393
560 90
90 400
D 23
240 600
2390
2500
240
85 920
90
200
363
5280
FL 0.00 m
695 240
2393
AA'
300 3000
2100
S C A L E: 1 : 50
D5
TR
CL 3.00 m
600
CL 3.00 m
898 NGL -0.15 m
S C A L E: 1 : 50
960
900
C
L'DRY-ELEVATION BB'
KEYNOTE LEGEND A C D
1200
CC'
2102 2400
3000
600
S C A L E: 1 : 50
L'DRY-ELEVATION AA'
D 23
FL 0.00 m
240
2360
90 630
1300
570
DW FT-01 FT-04 FW REF
900
DD' WD 23BB'
2040
L'DRY PLAN
1267 180
KITCHEN_ELEVATION C
5280 90
95
S C A L E: 1 : 50
450
90
600 240
920
S C A L E: 1 : 50
1800
1500
240
RWH
363
KITCHEN_ELEVATION B
900
TR
2100
WM
600
WM
D5
3000
1463
600
L'DRY FT-04
FW
240600
2060
P'TRY
757
C
STOR
200
KITCHEN_ELEVATION A
920
D 23
90
D 22
935
A
1100 375 78
S
D5
FL 0.00 m
7670 O
D 23
900
W8
618
960
1500
2410
2847
DW
782
REF
900
240
ISLAN
218
90 700 702 1008 90
240
540
740
240
5430
240
900
340
2040
1340
CL 3.00 m
3000
600
600
2420
1800
1100
3000
90 800
2100
3480
900
900 300
7670
CL 3.00 m
FL 0.00 m
90
240 600
5280
900 2390
520 90 40
L'DRY-ELEVATION CC'
L'DRY-ELEVATION DD'
S C A L E: 1 : 50
S C A L E: 1 : 50
RWH S TR WM
ARC LENGTH COLUMN TO ENGINEER'S DESIGN & DETAIL DRAWER FRONT WITH SOFT CLOSE ACTION AT LAST 30MM OF THE STROKE ON BALL BEARING RACE DISHWASHER SPACE POLISHED CONCRETE TILES STAINLESS STEEL 90mm› FLOOR WASTE REFRIGERATOR SPACE CONFIRM REQUIREMENT WITH APPLIANCE SPECIFICATION 100Ø DOWNPIPE WITH RAINWATER HEAD FIXED SHELVING STAINLESS STEEL LAUNDRY TROUGH AS SELECTED WASHING MACHINE SPACE
NOTE all internal details / finishes & fixtures to be confirmed
S ITE PLAN N OTES 1.
ALL S ITE DIM EN S ION S ARE IN MILLIMETRES U N LES S S PECIFIED OTH ERWIS E.
GEN ERAL N OTES
S ITE CLAS S IFICATION
ALL MATERIALS & WORK PRACTICES S H ALL COMPLY WITH , B UT N OT LIMITED TO TH E B UILDIN G REGULATION 2 0 0 6 , N ATION AL CON S TRU CTION CODE S ERIES B U ILDIN G CODE OF AU S TRALIA VOL 2 & ALL RELEVAN T CU RREN T AU S TRALIAN S TAN DARDS (AS AMEN DED) REFERRED TO TH EREIN
S ITE S OIL CLAS S IFICATION IS CLAS S : PREPARED BY:
S URFACE D RAIN AGE S U RFACE DRAIN AGE IN ACCORD AN CE WITH N CC VO L 2 P ART 3 . 1
U N LES S OTH ERWIS E S PECIFIED , TH E TERM BCA S H ALL REFER TO N ATION AL CON S TRU CTION CODE S ERIES 2 0 6 B U ILDIN G CODE OF AU S TRALIA VOLU ME 2
2.
3.
REFER TO PLAN OF S UB DIVIS ION OR CERTIFICATE OF TITLE FOR VERIFICATION OF ALL B EARIN GS , DIS TAN CES , EAS EMEN TS AN D OTH ER S ITE IN FORMATION . IN S TALLATION OF ALL S ERVICES IN CLU D IN G ALL S TORMWATER, WAS TE WATER AN D S EWER DETAILS S H ALL COMPLY WITH TH E RES PECTIVE S U PPLY AUTH ORITY REQUIREMEN TS .
4.
B U ILDER TO VERIFY ALL S ET DETAILS ON S ITE.
5.
N EW WATER METERS ARE TO B E IN S TALLED IF REQU IRED. EN S U RE METERS ARE EQU IPPED WITH A BACKFLOW PREVEN TION DEVICE & S TOP TAP. CON N ECT TO B UILDIN G IN ACCORDAN CE WITH LOCAL AU TH ORITY' REQU IREMEN TS
REPORT N O:
ALL MATERIALS & CON S TRU CTION PRACTICE S H ALL MEET TH E PERFORMAN CE REQU IREMEN TS OF TH E B CA. WH ERE A PERFORMAN CE S OLU TION IS PROPOS ED TH EN , PRIOR TO IMPLEMEN TATION OR IN S TALLATION , IT FIRS T MU S T BE AS S ES S ED & APPROVED B Y TH E RELEVAN T B U ILDIN G S URVEYOR AS MEETIN G TH E PERFORMAN CE REQU IREMEN TS OF TH E B CA GLAZ IN G, IN CLU DIN G S AFETY GLAZIN G, S H ALL B E IN S TALLED TO A S IZE, TYPE AN D TH ICKN ES S S O AS TO COMPLY WITH B CA PART 3 .6 FOR CLAS S 1 AN D 1 0 B U ILDIN GS WITH IN A DES IGN WIN DS PEED OF N OT MORE TH AN N 3 TH E CON TRACTOR & S U B CON TRACTORS S H ALL CH ECK & VERIFY ALL DIMEN S ION S , S ETB ACKS , LEVELS & S PECIFICATION S & ALL OTH ER RELEVAN T DOCU MEN TATION PRIOR TO TH E COMMEN CEMEN T OF AN Y WORKS OR PREPARIN G S H OP DRAWIN GS . REPORT ALL DIS CREPAN CIES TO TH IS OFFICE FOR CLARIFICATION . ALL D IMEN S ION S ARE IN MILLIMETRES U. N . O. IF IN DOU BT AS K, DO N OT S CALE. FIGU RED DIMEN S ION S TAKE PRECEDEN CE OVER S CALED DIMEN S ION S
6. 7.
CON N ECT BU ILD IN G WITH TELS TRA CABLES IN S TRICT ACCORDAN CE WITH TELS TRA'S REQU IREMEN TS CON N ECT WATER S UPPLY TO TH E S AN ITARY ITEMS WITH IN TH E PROPOS ED B U ILDIN G & H WS WH ERE REQU IRED IN ACCORDAN CE WITH LOCAL AU TH ORITY'S REQU IREMEN TS . S U PPLY H OT & COLD WATER TO N EW S AN ITARY ITEMS AS REQU IRED.
8
PROVIDE U N DERGROU N D POWER S U PPLY IN ACCORDAN CE WITH POWER S U PPLIERS REQU IREMEN TS
9.
ALL D OWN PIPES TO BE CON N ECTED & DIS CH ARGED IN TO S TORMWATER D RAIN AGE. ALL CON N ECTION S TO B E IN ACCORDAN CE WITH LOCAL AU TH ORITY'S REQU IREMEN TS .
TH ES E DRAWIN GS S H ALL BE READ IN CON J U N CTION WITH AN Y H OU S E EN ERGY RATIN G REPORT, ALL RELEVAN T S TRU CTU RAL & ALL OTH ER CON S U LTAN TS D RAWIN GS / DETAILS & WITH AN Y OTH ER WRITTEN IN S TRU CTION S IS S U ED IN TH E COU RS E OF TH E CON TRACT AN D S H ALL B E CON S TRU CTED IN ACCORDAN CE WITH TH E S TAMPED PLAN S EN DORS ED B Y TH E ACCREDITED TH ERMAL PERFORMAN CE AS S ES S OR WITH OU T ALTERATION ALL N EW CON S TRU CTION WORK & TH E IN S TALLATION OR ALTERATION OF EXIS TIN G S ERVICES S H ALL COMPLY WITH TH E 'BU ILDIN G CODE OF AU S TRALIA', RELEVAN T 'AU S TRALIAN S TAN DARDS ', RELEVAN T CODES & MAN U ALS , LOCAL MU N ICIPAL B Y-LAWS & TH E REQU IREMEN TS OF TH E RES PECTIVE S U PPLY AU TH ORITIES REQU IREMEN TS . ALL FITTIN GS , FIXTU RES , PAIN TIN G, ETC. TO PROPRIETORS REQU IREMEN TS . CON TRACTOR MU S T EN S U RE ALL N ECES S ARY PERMITS ARE OB TAIN ED & ALL FEES ARE PAID FOR PRIOR TO TH E COMMEN CEMEN T OF WORK. TH E CON TRACTOR S H ALL TAKE ALL S TEPS N ECES S ARY TO EN S URE TH E S TAB ILITY & GEN ERAL WATER TIGH TN ES S OF ALL N EW & /OR EXIS TIN G S TRU CTU RES DU RIN G ALL WORKS . ALL D RAIN AGE WORK S H ALL B E IN S TRICT ACCORD AN CE WITH AS 3 5 0 0 AN D TH E RES PECTIVE AUTH ORITIES REQU IREMEN T AN D IN DU S TRY CODES .
1 0 . TH E CON TRACTOR AN D S UB CON TRACTOR S H ALL EN S U RE TH AT ALL S TORMWATER D RAIN S , S EWER PIPES AN D TH E LIKE ARE LOCATED AT A S U FFICIEN T DIS TAN CE FROM AN Y BU ILDIN GS FOOTIN GS AN D / OR S LAB EDGE BEAMS S O AS TO PREVEN T GEN ERAL MOIS TU RE PEN ETRATION , DAMPN ES S , WEAKEN IN G AN D UN DERMIN IN G OF AN Y B U ILDIN G AN D ITS FOOTIN G S YS TEM.
TH E ELECTRICAL S ERVICES S H ALL B E IN S TALLED IN ACCORDAN CE WITH TH E REQU IREMEN TS AN D REGU LATION S OF ALL AU TH ORITIES AN D CODES RELEVAN T TO TH E WORKS IN CLU DIN G BU T N OT LIMITED TO AS 3 0 0 0 - AU S TRALIAN WIRIN G RU LES , S ERVICE & IN S TALLATION RU LES & N CC TH ES E PLAN S H AVE B EEN PREPARED FOR TH E EXCLU S IVE U S E BY TH E CLIEN T OF 'REALM B U ILDIN G DES IGN ' ('TH E DES IGN ER') FOR TH E PURPOS E EXPRES S LY N OTIFIED TO TH E DES IGN ER. AN Y OTH ER PERS ON WH O U S ES OR RELIES ON TH ES E PLAN S WITH OU T TH E DES IGN ERS WRITTEN CON S EN T DOES S O AT TH EIR OWN RIS K & N O RES PON S IB ILITY IS ACCEPTED B Y TH E DES IGN ER FOR S U CH U S E & /OR RELIAN CE.
REFER TO TH E S OIL REPORT, FOR ALL COMMEN TS & RECOMMEN DATION S CON TRACTOR TO IN FORM TH E EN GIN EER OF AN Y AREAS TH AT ARE S U S PECT OR DIFFEREN T FROM TH E MATERIALS D ES CRIB ED IN TH E REPORT PRIOR TO PROCEEDIN G
S ERVICES TH E CON TRACTOR S H ALL EN S U RE TH AT ALL S TORMWATER DRAIN S , S EWER PIPES & TH E LIKE ARE LOCATED AT A S U FFICIEN T D IS TAN CE FROM AN Y B U ILDIN G FOOTIN G & / OR S LAB EDGE B EAM S O AS TO PREVEN T GEN ERAL MOIS TU RE PEN ETRATION , D AMPN ES S , WEAKEN IN G & U N DERMIN IN G OF AN Y BU ILDIN G & ITS FOOTIN G S YS TEM TH E CON TRACTOR S H ALL COORDIN ATE TH E LAYIN G OF S ERVICES TO AVOID CLAS H ES . LAY ALL S ERVICES TO LOCATION S . S ERVICES S H ALL B E LAID TO COMPLY WITH MIN IMU M COVER REQU IREMEN TS . DIFFEREN T PARALLEL S ERVICES TH AT ARE IN CLOS E PROXIMITY MAY BE LAID IN A COMMON B EN CH ED TREN CH S U B J ECT TO APPROVAL OF RELEVAN T AU TH ORITIES . B ACK FILL OF ALL S ERVICES TREN CH ES U N D ER PAVEMEN TS AN D 5 0 0 mm BEYON D S H ALL B E CLAS S 2 FROM ABOVE TH E S ERVICE B EDDIN G MATERIAL TO TH E U N DERS IDE OF PAVEMEN T S UB -BAS E. B ACK FILL OF ALL S ERVICES TREN CH ES IN GARDEN AN D GRAS S AREAS S H ALL B E APPROVED FILL OF MAXIMU M PARTICLE S IZE 7 5 mm FROM TH E S ERVICE BEDDIN G MATERIAL TO TH E U N DERS IDE OF TH E TOPS OIL.
TH E APPROVAL BY TH IS OFFICE OF A S UB S TITU TE MATERIAL, WORK PRACTICE, VARIATION OR TH E LIKE IS N OT AN AU TH ORIZATION FOR ITS U S E OR A CON TRACT VARIATION . AN Y S AID VARIATION S MU S T BE ACCEPTED BY ALL PARTIES TO TH E AGREEMEN T & WH ERE APPLICABLE TH E RELEVAN T BU ILD IN G S U RVEYOR PRIOR TO IMPLEMEN TIN G TH E S AID VARIATION .
S TORMWATER S TORMWATER D RAIN AGE DES IGN AN D CON S TRU CTION TO B E IN ACCORDAN CE WITH N CC VO L 2 PART 3 . 1 . 2 , P ART 3 . 5 . 2 & AS /N Z S 3 5 0 0 . 3
- S TORMWATER D RAIN AGE S YS TEM S MU S T B E TO TH E S ATIS FACTION OF TH E APPROPRIATE AU TH ORITY - AN Y OVERFLOW D URIN G H EAVY RAIN PERIODS IS PREVEN TED FROM FLOWIN G BACK IN TO TH E BU ILDIN G - 9 0 mmø CLAS S 6 U PVC S TORMWATER DRAIN S IN S TALLED U N D ERGROU N D MU S T BE LAID TO A M IN IMU M GRADE OF 1 : 1 0 0 & CON N ECTED TO TH E LEGAL POIN T OF DIS CH ARGE. - PROVIDE IN S PECTION OPEN IN GS AT 9 0 0 0 mm C/C & AT EACH CH AN GE OF DIRECTION - TH E COVER TO U N DERGROU N D S TORM WATER DRAIN S S H ALL BE N OT LES S TH AN : - 1 0 0 mm U N D ER S OIL - 5 0 mm U N DER PAVED OR CON CRETE AREAS - 1 0 0 mm U N D ER U N REIN FORCED CON C. OR PAVED DRIVEWAYS - 7 5 mm U N DER REIN FORCED CON C. DRIVEWAYS
AGGIE D RAIN S OR S POON DRAIN S TO B E CON N ECTED IN TO S ILT PITS TO DIS CH ARGE IN TO S TORMWATERDRAIN S TORMWATER LIN ES TO 1 M3 RU B BLE PIT TO BE 3 M AWAY FROM B OU N DARY
COMPACT FILL N OTES
GALIN TEL S IZES
FILL U S ED ON S ITE S H OU LD B E PLACED AT OR N EAR OPTIMU M MOIS TURE CON TEN T AN D COMPACTED IN ACCORDAN CE WITH TH E REQUIREMEN TS OF S ECTION 6 OF AS 2 8 7 0 RES ID EN TIAL S LABS AN D FOOTIN GS , AS S U MMARIZED B ELOW:
ALL S TEEL LIN TELS AN D S H ELF AN GLES S H ALL B E IN S TRICT ACCORDAN CE WITH AS 3 7 0 0 & AS /N Z S 2 6 9 9 . 3
(A) N ON -S AN D FILL U P TO 3 0 0 mm IN DEPTH OR S AN D FILL U P TO 6 0 0 mm DEEP, COMPACTED IN N OT MORE TH AN 1 5 0 mm LAYERS B Y REPEATED ROLLIN G BY AN EXCAVATOR, IS CLAS S ED AS ROLLED FILL AN D MAY B E U S ED FOR S U PPORT OF S LAB PAN ELS AN D IN TERN AL BEAMS . N OTE TH AT EDGE BEAMS MU S T BE S U PPORTED ON ORIGIN AL GROU N D OR ON CON TROLLED FILL AS DEFIN ED IN (B) BELOW: (B ) N ON -S AN D FILL U P TO 4 0 0 mm IN DEPTH OR S AN D FILL U P TO 8 0 0 mm DEEP, COMPACTED B Y MECH AN ICAL ROLLER OR VIB RATIN G PLATE RES PECTIVELY, IN LAYERS N OT MORE TH AN 1 5 0 mm TH ICK AN D AT CLOS E TO OPTIMU M MOIS TU RE CON TEN T, IS DEEMED TO COMPLY AS CON TROLLED FILL. IT IS DEEM ED TO COM PLY AS S U ITAB LE FOR FOU N DIN G TH E S LAB, EDGE AN D IN TERN AL BEAMS . TH E REQU IREMEN TS OF AS 2 8 7 0 FOR CON S TRU CTION OF TH E FOOTIN GS AN D LAN DS CAPIN G OF TH E S ITE S H OU LD BE FOLLOWED , WITH PARTICU LAR ATTEN TION PAID TO S U RFACE DRAIN AGE AN D AVOIDAN CE OF PON DIN G N EXT TO FOOTIN GS . TREES S H OU LD B E PLAN TED N O CLOS ER TO TH E FOOTIN GS TH AN 1 .0 x MATU RE H EIGH T.
LOT 1 2 1 RI VERGU MS D RI VE
S H OU LD S OIL CON DITION S DIFFERIN G FROM TH OS E DES CRIB ED B E FOU N D D URIN G EXCAVATION WORKS , ES PECIALLY TH E PRES EN CE OF U N REPORTED FILL OR POORLY COMPACTED MATERIAL, PLEAS E CON TACT TH IS OFFICE ALL MU S T BE VERIFI ED BY TH E EN GIN EER APP OIN TED
LOCALITY PLAN (N TS )
ALL N ATU RAL GROU N D S U RFACES S H ALL BE GRADED AWAY FROM B U ILDIN GS , - ON 1 : 4 0 MAX FALL; OR - ON 1 : 2 0 MAX FALL OVER TH E FIRS T 1 m FROM TH E B U ILDIN G B U ILDIN G PERIMETER GROU N D S U RFACE TO BE S H APED TO PREVEN T PON D IN G OF WATER AN D AN Y FILL PLACED ADJ ACEN T B U ILDIN G TO B E COMPACTED GROU N D B EN EATH S U S PEN DED FLOORS MU S T B E GRADED S O TH AT TH E AREA B EN EATH TH E B UILDIN G IS ABOVE TH E ADJ ACEN T EXTERN AL FIN IS H ED GROU N D LEVEL AN D S U RFACE WATER IS PREVEN TED FROM PON DIN G.
RAIN WATER TAN K IN S TALL N O. 2 5 0 0 LTR WATER TAN KS IN ACCORDAN CE WITH MAN UFACTU RER'S IN S TRU CTION S COMPLETE WITH PRES S U RE PU MP, S U PPLY PIPE AN D GATE VALVE. ALL DOWN PIPES TO B E CON N ECTED TO WATER TAN KS . CON N ECT TAN K OVERFLOW WITH 9 0 mmø PVC-U S TORM WATER DRAIN & CON N ECT TO EXIS TIN G POIN T OF DIS CH ARGE IN ACCORDAN CE WITH LOCAL AU TH ORITY'S REQU IREMEN TS WATER TAN K TO B E CON N ECTED TO ALL TOILETS IN TH E B UILDIN G FOR TH E PU RPOS E OF S AN ITARY FLU S H IN G
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7
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33 6.
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B
GH
GL
S
PO
OL
NC
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18 6. P9
08 16
6. P9
18
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FP
96
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4
FP
96
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1
6.
11 6.
2 8 .5
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10
FR
21
76 5 ON 2 3 4 76 T SE TB AC K
CH.
0
BU IL DIN G AN AL YS IS N ame GARAGE RES IDEN CE VERAN DAH
RE
AREA AN AL YS IS N AME TOTAL S ITE COVERAGE TOTAL PERMEABL E S U RFACE TOTAL L OT S IZE CH
AR
WA L
L
1 21 0 20 LOT. (vacant )
.6
1.
38
CH
.6
5.
68
1836m ² E
"2
0
.0
W
1 SE 7 8 TB A
8 PA
AR
1
N
23
'4
PE
CH
FE
RE
3
O
27
2M
20
°3
N
C
E 96
0
m
ar ea (m2 ) S q u ar es 65 7 343 37 163 18
KEYN OTE LEGEN D
CK
FE
EXISTING BUSHES
4°
FU (D TU R E E O T S IG PO HE N O RS B Y L ) AS
K9 6. K9
E NC FE W PA EN OP 2M
m 3
0" 70
.7 HI
21
6 27 20 15 .00 °
15 .00 °
9' 5 °3
2m
6
EXISTING TREES
21
3"
30 .00 °
1 6 1 2 m2
20
2
00
.8 6
AR
47
20 RE
30 .00 °
m
1 9 .6
P9
00 65 CE EN WF PA EN OP 2M
m
K 2 SE 0 1 TB AC
PROPOS ED DRWELLIN G
1.
6.
96
L
CH.
RB M KE
15 .00 °
LOT. 1 2 1
45
SV FP
S M2 -
1
CK
SV
CE P LA UM ST G
CK
S POS
3
DE 1 1 3 SE 9 TB A
SITE LEGENDS:
8 1 6 .7
GH O
WA L
SI
1
CH.
RB M KE
AR
1" 7.
S M2 -
RE
15 ES 0 ETB A
K9
.3
K9
7
K9
KER
S ID
'4
POS
30 .00 ° 30 .00 °
1 1 .0
.4
1428m ²
44
R4 9
LOT. 1 2 2
.4
15 .00 °
ALL S WIMMIN G POOLS & FEN CES TO BE IN S TRICT ACCORDAN CE WITH TH E N CC PART 3 . 9 .3 & AS 1 9 2 6 , IT S H ALL MEET PERFORMAN CE REQU IREMEN TS P2 .5 . 3 OF TH E BCA VOLUM E 2 . S AFETY BARRIERS S AFETY BARRIERS FOR S WIMMIN G POOLS MU S T B E CON S TRU CTED TO RES TRICT ACCES S BY YOU N G CH ILD REN . IT S H ALL BE A PERMAN EN T S TRU CTU RE TH AT IS N OT LES S TH AN 1 2 0 0 mm IN H EIGH T. TH E FEN CE S H ALL BE DES IGN ED AN D IN S TALLED TO B E VERTICAL WITH OPEN IN GS N OT GREATER TH AN 1 0 0 mm. TH E H EIGH T OF AN Y OPEN IN G BETWEEN TH E B OTTOM OF TH E BARRIER AN D TH E FIN IS H ED GROU N D LEVEL S H ALL N OT EXCEED 1 0 0 mm. TH E LOAD IN G REQU IREMEN TS OF TH E FEN CIN G AN D GATES S H ALL BE TES TED IN ACCORDAN CE WITH AS 1 9 2 6 .1 S ECTION 3 : OPEN IN GS IN TH E FEN CIN G S H ALL H AVE S U FFICIEN T S TREN GTH AN D RIGIDITY S U CH TH AT 1 0 5 mm DIAMETER CON E CAN N OT PAS S TH ROU GH U N DER TH E APPLICATION OF A 1 5 0 N FORCE. EACH POS T AN D FOOTIN G S H ALL WITH S TAN D A H ORIZ ON TAL 3 3 0 N FORCE AT 1 2 0 0 mm ABOVE FIN IS H GROU N D LEVEL. S TRU CTU RAL COMPON EN TS S H ALL B E CAPAB LE OF S U S TAIN IN G A FORCE OF 2 5 0 N WITH OU T B ECOMIN G PERMAN EN TLY DEFORMED, AN D S U S TAIN IN G A FORCE FO 3 3 0 N WITH OU T AN Y COMPON EN T FRACTURIN G, BREAKIN G, LOOS EN IN G OR BECOMIN G PERMAN EN TLY DEFORMED B Y MORE TH AN 1 0 mm OVER ITS LEN GTH . S AFETY BARRIERS
FP
38 6. K9
9 2 0.6 C H.4
96
6 .4 96 4
6.
R9
6. K9 37 6. K9
7 .3 96 4 .3 96 1 1 7.2 C H.4
.3
6
S M1
96
C H.4 9 8 .0
2
0
5.2 3
CH.
R9
SV 12 S V3 °
8476
9 6 .6 0
CON DRETE D RIVEWAY
PROPOS ED S ITE PLAN
C H.4 8 5 .5
8
5
KERB S M2 - M
C H.4 9 7 .6
8 8 . 6 0
KERB S M2 - M
CH .
52 m . 1 3 " ' 41 1 5 ° 1 8
96 .5 5
S C A L E: 1 : 2 0 0
E V I R D M 4 . U G CH R R I VE
.6 4
00 . H C
6
3
C H.4 3 8 .1
1
R
M U G I VE R C H.4 4 0 .2
I.L.9 1 .5 3
VE
E V I R D
C H.4 4 8 .9
D RI
2
9
UM
C H.4 7 0 .0
2 .1
40 1
KERB S M2 - M
C H.4 6 9 .6
I. L. 9
CH.
C H.4 8 2 .1
R IRVI V E ERG
32
.4
K9
FP
SV
K9
FP
14 6. 6.
P9
06
FP
FP
.2
8 .1 6. F 14 P 9 6
1 .2
3
96
.2
6
96
.2 96 FP
K9
.8 7
R9
39 5
CH.
SV
4
96
FP
FP
96
.2 96
09
FP
6. K9
.2
1
4
7
K9
6.
03
POOL & FEN CIN G N OTES
.7
0
.7
6.
08
AREA 5 8 8 m2 7 1 6 m2 1 6 1 2 m2
110
8850 BILLIARD ROOM
240
10350 GARAGE
A
240 1030
90
4560 LIVIN G 1
DA 0 8
P
8500 GARAGE
CP-0 1
FW
FW
110
RO BE
D
6740
PROPOS ED FLOOR PLAN
600 W| 1 0
S C A L E: 1 : 1 0 0
C
WT-0 2
W9
1220
W8
D
P
7550
90 3600
1620 1010 1800 W| 9
580
3600 BED 2
2380
1800
1 2 2 01 2 7 0 110 2100 WC 1210 600 W| 7
3600 GUES T
1619 600 W| 1
2400 110
1552 852 W| 2 6210 LIVIN G 2
2450 W| 3
180
3770
14960
90 2050
11120
1597
2450 W| 4
3900 GUES T
90 1229 00
W6
P
90 90 9 01 8 0 0 9 0 0 1 4 0 0
4500 BED 1
WT-0 2
W7
C P
D
DRES S ER
110
2 1 4 ° 0 0 ' 0 0 "7 0 . 7 3 m
C
FW
110
W 10
SHR
2 M OPEN PAW FEN CE
650
4390 BATH 4780
600 W| 6
900 540 W| 4
1
1
A
DA 07
DA 0 8
DA 0 8
DOOR SCH EDULE
WINDOW SCH EDULE Mar k 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
L o c at io n P'TRY L IVIN G 1 L IVIN G 1 GUES T BATH 1 BATH 1 WC 1 BED 2 S TUDY BATH 2 BED 1 BIL LIARD ROOM L IVIN G 2 L IVIN G 2 L IVIN G 2
H EIGH T WIDTH 1200 900 1800 1800 900 1200 1200 1800 1800 1200 2100 2100 2400 2400 1500
600 900 2400 2400 900 600 600 1800 1800 600 2700 2700 2254 2254 5400
H EAD H EIGH T
DESCRIPTION
2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 4500
AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW Ko l be Ul t r a S er ies Cas emen t Dir ec t S et Ful l Cir c l e AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW Ko l be Ul t r a S er ies Cas emen t Dir ec t S et Ful l Cir c l e AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW AL UMIN IUM POWDERCOATED AWS VAN TAGE MAGN UM WINDOW
GLAZING
U-VALUE
S H GC
Type
Mar k L OCATION H EIGH T WIDTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
EN TRY GUES T BATH 1 WC 1 BED 2 S TUDY BED 1 P'TRY GARAGE WC 2 L 'DRY L 'DRY BIL LIARD ROOM BIL LIARD ROOM BED 1 OUTDOOR ROOM GARAGE GARAGE
2340 2340 2340 2340 2340 2340 2340 2340 2340 2340 2340 2400 2340 2400 2400 2400 2728 2728
920 820 820 820 820 820 820 920 820 820 820 900 1640 3600 3600 5400 5500 3000
DESCRIPTION AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM AL UMIN IUM S ECTION AL S ECTION AL
POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE P/C GL AZED DOOR POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE POWDERCOATED AWS VAN TAGE GARAGE DOOR AS SPECIFIED GARAGE DOOR AS SPECIFIED
U-VALUE MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM MAGNUM
DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR
MAGNUM MAGNUM MAGNUM MAGNUM
DOOR DOOR DOOR DOOR
KEYN OTE LEGEN D
TERMITE PROTECTION
WET AREAS
WATERPROOFIN G OF WET AREAS ' B EIN G B ATH ROOMS , S H OWER, LAUN DRY, S AN ITARY COMPARTMEN TS AN D TH E LIKE S H ALL B E PROVIDED IN ACCORDAN CE WITH AS 3 7 4 0 -2 0 1 0 : WATERPRO OFIN G O F D O M ES TIC WET AREAS ALL AREAS TO BE CON S TRUCTED IN ACCORD AN CE WITH N CC P ART 3 . 8 . 1 WH ERE TH E B U ILDIN G (EXCLU DES A D ETACH ED CLAS S 1 0 ) IS LOCATED IN A FLOO R GRAD E TERMITE PRON E AREA, TH E AREA TO U N DERS IDE OF BU ILDIN G AN D IN S ITU S H OWER EN CLOS U RE FLOOR TO B E GRAD ED TOWARDS OU TLET WITH PERIMETER IS TO B E TREATED AGAIN S T TERMITE ATTACK. GRADE N OT LES S TH AN 1 :6 0 FALL REFER TO N CC P ART 3 . 8 . 1 A TERMITE B ARRIER OR COMBIN ATION OF B ARRIERS MU S T B E IN S TALLED IN REMAIN DER OF S AN ITARY FACILITIES S H ALL H AVE A GRADIEN T BETWEEN 1 :8 0 ACCORDAN CE WITH AS 3 6 6 0 . 1 - 2 0 0 0 . & 1 :1 0 0 KORDON OR S IMILAR APPROVED TERMITE PROTECTION TREATMEN T S H ALL BE IN S TALLED IN S TRICT ACCORDAN CE WITH MAN U FACTU RERS IN S TRU CTION S TO FLOOR TO BE N ON -S LIP IN FIN IS H AS N OTED . GLAZ ED S CREEN & D OO RS PROTECT EN TIRE BU ILDIN G. AS S ELECTED TO COMPLY WITH N CC P ART 3 . 6 . 4 . 5 TH E AREA BEN EATH TH E S US PEN DED FLOOR MU S T B E VEN TILATED IN - ALL FIXTU RES , FITTIN GS & FIN IS H ES AS S ELECTED ACCORDAN CE WITH TH E N CC & IN S PECTED IN ACCORDAN CE WITH AS 3 6 6 0 .1 - ALL J OIN ERY TO PROPRIETORS REQU IREMEN TS ALL TIMB ER COMPLETELY OR PARTIALLY PROTECTED - TILE ABOVE VAN ITY TO MIN 1 5 0 mm FROM WEATH ER TO BE H 2 TREATED - IN S TALL FRAMED MIRROR AS S ELECTED TO WALL ABOVE VAN ITY ALL TIMB ER OU TS IDE & AB OVE GROU N D S H ALL B E H 3 TREATED. ALL TIMB ER TH AT IS N ON -S TRU CTU RAL TH AT IS IN CON TACT WITH GROU N D OR LAU N D RY TILE BEH IN D BEN CH & WAS H ER TO MIN . H EIGH T OF 8 0 0 mm WATER S H ALL BE H 4 TREATED. PROVIDE N OGGIN G FOR WALL MOU N TED DRYER OVER WAS H ER WH ERE A CH EMICAL TERMITE MAN AGEMEN T S YS TEM IS U S ED , TH E CH EMICAL MU S T BE IN CLU DED ON TH E APPROPRIATE AU TH ORITY'S PES TICID ES REGIS TER PROVIDE FLOOR OU TLET WC DOOR TO WC TO H AVE DEMOU N TABLE H IN GES OR OPEN OUTWARDS EN S U RE ROOM H AS ADEQU ATE VEN TILATION BY MEAN S OF N ATU RAL OR TERMITE PROTECTION TO BU ILDIN G TO BE IN ACCORDAN CE WITH N CC VOL 2 PART 3 .1
KITCH EN ALL KITCH EN DETAILS B Y PROPRIETOR U N LES S S ET OU T IN TH ES E D RAWIN GS VERIFY ALL LAYOUTS , APPLIAN CE S IZES & LOCATION ON S ITE PRIOR TO CON S TRU CTION GAS COO KTO PS ARE TO BE 2 0 0 mm OR GREATER FROM A S TAIN LES S S TEEL OR GLAS S S PLAS H BACK WALL. IF CLEARAN CE IS LES S TH AN 2 0 0 mm, TH E FOLLOWIN G MU S T APPLY: S TAIN LES S S TEEL(A) TH E WALL MU S T N OT CON TAIN COMB U S TIBLE MATERIALS OR (B ) TH E S U RFACE OF TH E WALL IS TO BE PROTECTED AS PER AS 5 6 0 1 /AG6 0 1 , CLAU S E 5 .1 2 . 1 TO U GH EN ED GLAS S (A) A LETTER IS TO B E S U PPLIED B Y GLAS S S U PPLIER OR GLAS S M AN U FACTU RER IN DICATED TH AT TH E GLAS S IS FIT FOR PURPOS E AT TH E CLEARAN CE S TATED AN D; (B ) IF TH E GLAS S IS FIXED TO A COMBU S TIB LE S U RFACE, TH AT S U RFACE IS TO BE PROTECTED AS PER AS 5 6 0 1 /AG 6 0 1 CLAU S E 5 .1 2 .1 TH IS MAY ALS O B E MET IF DOCU MEN TATION ARE PROVIDED TO TH E EFFECT TH AT TH E FIXIN G METH OD S WITH EN S U RE TH E TEMPERATU RE OF TH E COMB U S TIBLE S U RFACE WILL N OT EXCEED 6 5 °C
FIREPL ACE FREES TAN DIN G FIREPLACE AN D FLU E TO B E IN S TALLED IN S TRICT ACCORDAN CE TO TH E N CC VOL 2 PART 3 .7 .3 .5 AN D AS /N Z S 2 9 1 8 & MAN U FACTU RER'S S PECIFICATION S
BA BS N C C. CP-0 1
BATH TUB AS SEL ECTED BAS IN AS SPECIFIED COL UMN TO EN GINEER'S DES IGN & DETAIL CARBIN ET CARPET ON CON CRETE FL OOR TO S TRUCTUREAL EN GINEERS DRAWIN GS AND SPECIFICATION S DP DOWNPIPE WITH COL ORBON D FINIS H DW DIS HWASH ER S PACE FT-0 1 TIMBER FL OOR FT-0 2 CON CRETE FT-0 3 6 1 0 x 4 0 6 TRAVERTIN E PAVIN G ( OFF WH ITE ) OVER CON CRETE SL AB. FT-0 4 TILES FW S TAIN L ES S S TEEL 9 0 mm› FL OOR WASTE GLF GAS LOG FIRE REF REFRIGERATOR S PACE CONFIRM REQUIREMEN T WITH APPLIAN CE S PECIFICATION SHR S H OWER S PACE 1 2 0 0 x1 2 0 0 TR S TAIN L ES S S TEEL LAUNDRY TROUGH AS S EL ECTED WC TOIL ET S UITED AS SPECIFIED WM WAS HIN G MACH IN E S PACE WT-0 1 WAL L TYPE 1 . BRICK VENEER AS SPECIFIED WT-0 2 WAL L TYPE 2 . WEATHERBOARD EXTERNAL CL ADDIN G AS S PECIFIED WT-0 3 WALL TYPE 3 . S TUD WAL L
S H GC
TYPE
ROOM SCH EDULE N AME
AREA
BATH 1 BATH 2 BED 1 BED 2 BIL LIARD ROOM DIN IN G EN TRY GARAGE GUES T KITCH EN L 'DRY L IVIN G 1 L IVIN G 2 OUTDOOR ROOM P'TRY PAS SAGE S TUDY WC 1 WC 2 WIR
1 0 m² 1 0 m² 2 4 m² 1 4 m² 4 4 m² 2 5 m² 1 1 m² 6 7 m² 1 7 m² 2 4 m² 1 2 m² 3 2 m² 3 5 m² 8 6 m² 1 2 m² 3 8 m² 1 4 m² 2 m² 3 m² 5 m²
FLOOR FINISH TILES TILES CARPET CARPET TIMBER FLOATIN G TIMBER FLOATIN G TIMBER FLOATIN G CONC. CARPET TIMBER FLOATIN G TILES TIMBER FLOATIN G TIMBER FLOATIN G TILES TIMBER FLOATIN G TIMBER FLOATIN G CARPET TILES TILES CARPET
FL OOR FL OOR FL OOR
FL OOR FL OOR FL OOR FL OOR FL OOR
8
K9 6 .3
K9 6 .2
R
WT-0 2
ROOF OU TL IN E ABOVE
WC
WC
K9 6 .3
4. 94
C
D 2
FT-0 4
BA
852 W| 5
CP-0 1
BATH 1
D 4
3568
BED 2
1710
S TUDY
WC 1 SHR
BS N
E
POS 4 2 0 m2
3930 BED 2 110 1710 2220 90 BATH
WIR
FL 0 . 3 8 5 m
C
3 DA 07
C
C
W5
FT-0 4
FL 0 . 3 8 5 m
1 0 0 mm S TEP
BATH 2
CP-0 1 FL 0 . 3 8 5 m
DRES S ER
D 3
D 7
C.
BS N BS N
WT-0 3
D 5 RO BE
WT-0 2
FT-0 1 D 6
WT-0 3
FL 0 . 3 8 5 m
BED 1 CP-0 1
GUES T
PAS S AGE
N
3
4. 9 R
C
D 15
FL 0 . 0 0 0 m
DA 05
W4
WT-0 2
8 5 mm S TEP
RO BE
W 14
L INEN
C
GLF
2910
90 ALL 1 2 5 X 1 2 5 mm FRON T REVAN D AH POS T 1 5 0 mm S TEP
FL 0 . 3 8 5 m
8 5 mm S TEP
FT-0 1
D 1
D 16
8 5 mm S TEP
EN TRY
FT-0 1
1 5 0 mm S TEP
C
FE
SV
FT-0 3 FL 0 . 3 0 0 m
WT-0 3
LIVIN G 2
90 2420 P'TRY
WT-0 1
D 10
D 13
WT-0 2
ROOF OU TL IN E ABOVE
L IN EN
WT-0 3
W1
DA 05
C
OUTDOOR ROOM
5500 D| 1 7
ROOF OU TL IN E ABOVE
D 17
D 18 WT-0 1 1 5 0 mm S TEP
D 12
J OINERY
W3
FT-0 1 FL 0 . 3 8 5 m
W 11
850
1 5 0 mm S TEP
W 12
W 13
LIVIN G 1
O
RB
FT-0 1
N
KE
DIN IN G
WT-0 2
5 0 0 x 5 0 0 mm COL U MN
C
M
FT-0 3
IS L AN D
8 5 mm S TEP
ROOF OU TL IN E ABOVE
FL 0 . 3 0 0 m
DW
1 2 3 ° 4 4 ' 4 1 "7 . 4 5 m
2700 1240 900 5400 900 1205 2700 1255 1260 940 W| 1 1 W| 1 4 D| 1 6 W| 1 3 W| 1 2 D| 1 2 90 310100 3630 1 2 2101 0 8060 110 4940 110 3050 BATH OUTDOOR BILLIARD 90 90 90 110 3930 1220 11210 1000 3900 90 S TUDY & BED 2 LIVIN G 2 & DININ G & KITCH EN L'DRY
W2
KITCH EN FT-0 1
D 14
C
SV
1220
REF
2SM
430
P
m
430
D
C
2
18680
GLF
.5
FU TU RE POOL (DES IGN BY OTH ERS)
D 8
1
1 .2 m H IGH GLAS S POOL FEN CE
WT-0 2
3
2 M OP EN PAW FE N CE
FL 0 . 3 8 5 m
FW
"
312° 3 3 ' 4 1 "2 0 .0 0 m
D 9
E
FT-0 1
IV
BS N
C
C
R
D 11
P'TRY
1
C
D
FT-0 1
WC 2
'4
WM
FL 0 . 3 8 5 m
M
WM
P
1
BILLIARD ROOM
C
D
WC
U
WT-0 2
L'DRY
°5
ROOF OU TL IN E ABOVE
FW
G
CL OTH ES L IN E
TR
1
FL 0 . 0 0 0 m
DA 0 8
8
DA 07 4
S POS 4 7 6 m2
E
1
60
EN C
FT-0 2 FL 0 . 2 1 3 m
96.
2M O
F PAW P EN
GARAGE
ER
4 " 3 5 9' 3 ° 20
m 7 .8 6
CON D RETE D RIVEWAY
IV
WT-0 1
2
R
D
DA 07
110
N O FEN CE
1800
1384 154 S IDE S ETBACK
8784 FUTURE POOL
K9 6 .1
1
1
39 .8 44 . H C
150 OVERH AN G
10830
m
D
P
9057
WAL L LIN E BELOW
150 OVERH AN G 1950 150 OVERH AN G 3000
30.00° 30.00°
30.00°
3670
30.00°
1139 S IDE S ETBACK
1560 2160 150 OVERH AN G
124 EAVE GUTTER
15.00°
30.00°
150 OVERH AN G
3670
30.00° 30.00°
WAL L LIN E BELOW
WAL L LIN E BELOW
30.00°
30.00° 30.00°
REAR WAL L
1289
150 OVERH AN G
30.00°
30.00°
30.00° 30.00° 30.00°
1 .2 m H IGH GLAS S POOL FEN CE
8280 5050
2160
30.00°
15.00°
150 OVERH AN G 5050
P A W FE N CE 2 M OP EN
STORM WATER PIT REFER TO GENERAL NOTES
BG
JUNCTION PIT GRATING PIT SURFACE INLET DENOTES STORM W ATER DRAINAGE PIPE JUNCTION PIT
DP EG FT-0 2 RT-0 1
4 0 0 x 1 5 0 DEEP BOX GUTTER OVER S PANDEK S H EETIN G WITH S UITABLE GUTTER STRAPS @ 1 2 0 0 MAX CTRS ON MIN 1 :2 0 0 FAL L TOWARDS MAIN ROOF GUTTER DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER CON CRETE ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H
AREA AN AL YS IS N AME TOTAL S ITE COVERAGE TOTAL PERMEABL E S U RFACE TOTAL L OT S IZE
BU IL DIN G AN AL YS IS AREA 5 8 8 m2 7 1 6 m2 1 6 1 2 m2
N ame GARAGE RES IDEN CE VERAN DAH
ar ea (m2 ) S q u ar es 65 7 343 37 163 18
1
HG
PIT J. PIT G. PIT SI
KEYN OTE LEGEN D
. C .V
150 OVERH AN G
3%
S C A L E: 1 : 1 0 0
K9 6 .1
m6 2. 01
23476 FRON T S ETBACK
PROPOS ED ROOF PLAN
DRAWING LEGEND
33
312° 3 3 ' 4 1 "2 0 .0 0 m
0. 0 .3
9 6 .2 5
1
M
150 440 OVERH AN G
2 M OPEN PAW FEN CE
4. 9 R
6340
% 0 0. 3
150 OVERH AN G
.5 0
8000
%
150 OVERH AN G
9 6 .2 5
9 6 .5 9
%7 6. 0
8810
33
2 1 4 ° 0 0 ' 0 0 "7 0 . 7 3 m
9 6 .5 9
K9 6 .2
R
EG
WAL L LIN E BELOW
23178 REAR S ETBACK
0.
RT-0 1
P
3
4. 94
D
RB
D
EG
EG
P
KE
WAL L LIN E BELOW
SV
15.00°
RT-0 1
L) A( - 3
RT-0 1
P
EP KE F T LE
D
R2
RT-0 1
M
30.00°
15.00°
)
15.00°
IVE
P
(B
D
K9 6 .3
9 6 .5 9
- 2
EG
30.00°
VC uP
P
15.00°
RT-0 1 RT-0 1
2SM
D
POS 4 2 0 m2
SV
30.00°
P
RT-0 1
G AY W
D
8
P
R1
BG
D
SV
RT-0 1
8 SN
30.00°
K9 6 .3
S V1 2 3 ° 4 4 ' 4 1 "7 . 4 5 m
RT-0 1
PROPOS ED DWELLIN G
J
FUTU RE POOL (D ES IGN BY OTH ERS )
RR
RT-0 1
15.00°
0∅ 15
EG
P
m
2 FT-0-0 2 FT
2
D
P
.5
15.00°
RT-0 1
BG D
P
1
RT-0 1
D
96
15.00°
D ORMER VEN T TO ROOF S PACE
E
RT-0 1
3
30.00°
P
"
D
1
RT-0 1
'4
15.00°
EG
15.00°
1
RT-0 1
P
IV
D
°5
30.00°
EG
1
EG
P
8
D
60
CL OTH ES L IN E
WAL L LIN E BELOW
S POS 4 7 6 m2
96.
RT-0 1
R
30.00°
E
D
RT-0 1
EN C
CON D RETE RIVEWAY
M
30.00°
U
RT-0 1
° 30.00
EG
F PAW N E P 2M O
P
G
D
"
6 8 . 7 4
ER
' 53 9 3 20°
150 3510 150 3640 OVERH AN G OVERH AN G
IV
REAR WAL L
8810
R
20201 REAR S ETBACK
D OOR & WIN D OW N OTE 1.
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
BOU N DARY
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COL ORBON D FIN IS H
RT-0 1
3.
RT-0 1
4. 5.
EG
GL
WT-0 2
GL
GL
GL
GL
GL
GL
GL
GL
GL
7.
F.
GL
WT-0 2
W 10
6.
C
GL
DP
DP
GL
C
DP
GL
GL 0 .0 0 0 m
RT-0 1
EG
C
EG
DP
BG
DP
3000 CEILIN G H EIGH T
FL 0 .3 8 5 m
2.
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COL ORBON D FIN IS H
RT-0 1
EG
CL 3 .3 8 5 m
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COL ORBON D FIN IS H
8.
WT-0 2
W9
W8
W7
1 . 2 m H IGH GL AS S POOL FEN CE
W6
9. 10.
W4
FRETWORK AS S ELECTED
GLAZIN G, IN CLU DIN G S AFETY GL AZIN G, S H ALL BE IN S TAL LED TO A S IZE, TYPE AN D TH ICKN ES S S O AS TO COMPL Y WITH : B CA PART 3 . 6 FOR CLAS S 1 AN D 1 0 BU ILD IN GS WITH IN A D ES IGN WIN D S PEED OF N OT MORE TH AN N 3 . & COMPL Y WITH CURREN T AS 1 2 8 8 2 0 0 6 . WIN D OW S IZES N OMIN ATED ARE N OMIN AL ON L Y. ACTUAL S IZE MAY VARY ACCORDIN G TO MAN UFACTURER. CON TRACTOR TO VERIFY ALL DIMEN S ION S ON S ITE PRIOR TO MAN U FACTU RE. WIN D OWS TO B E FL AS H ED AL L AROU N D TO EN S URE COMPLET WATER TIGH TN ES S . ALL OW TO PROVIDE WEATH ER STOPS AL ON G OPEN IN GS AS REQUIRED . D OORS & WIN D OWS TO B E H AN DL ED , FIN IS H ED & IN S TALL ED IN ACCORDAN CE WITH MAN U FACTURER'S S PECIFICATION S. CON TRACTOR TO VERIFY WITH OWN ER FOR FUL L EXTEN T OF AN Y WIN D OWS TO BE PROVID ED WITH FLY S CREEN S AS PER MAN UFACTURER'S DETAIL S & S PECIFICATION S . AL L EXTERN AL WIN DOW FRAMES & S AS H ES ETC. TO BE AN OD IS ED ALU MIN UM TYPE. REFER TO EN ERGY RATERS REPORT FOR ALL U VAL UES & S H GC COMPLIAN CE & TH ERMAL PROPERTIES . AL L WIN DOWS & D OORS ARE S H OWN AS EXTERN ALL Y EL EVATED. FL Y S CREEN S ARE PROVIDED TO AL L EXTERN AL OPEN AB LE WIN D OWS AL L WIN DOWS ARE D OUBL E GL AZED . AL L OPEN -ABLE WIN DOWS S H ALL H AVE KEYED ALIKE D OCKS .
EAS T ELEVATION S C A L E: 1 : 1 0 0
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COL ORBON D FIN IS H
RT-0 1
RT-0 1
FL 0 .3 8 5 m
EG
BG
F.
WT-0 2
CL OTH ES L IN E
EG
WT-0 1
DP
RY
DP
B
FF
DA
C
15
LL WA
mO 0m
N OU
DP
DP
RT-0 1
C
EG
DP
EG
DP
CL 3 .3 8 5 m
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COL ORBON D FIN IS H
RT-0 1
C
3000 CEILIN G H EIGH T
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COL ORBON D FIN IS H
BOU N DARY
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COL ORBON D FIN IS H
WT-0 2
W3
GL 0 .0 0 0 m
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
FRETWORK AS S ELECTED
1 . 2 m H IGH GL AS S POOL FEN CE
WES T ELEVATION S C A L E: 1 : 1 0 0
BOU N DARY
RT-0 1
GLAZIN G IN GABL E KEYN OTE LEGEN D BG
CL 3 .3 8 5 m
DP
DP
DP
DP
EG DP
EG EG
C
EG
J AMES H ARD IE'S H ARD IGROOVE 6 mm CEILIN G LIN IN G TO U N DERS IDE OF OU TD OOR ROOM
GL GL
GL
WT-0 2
WT-0 2
W4
W5
GL 0 .0 0 0 m
W3
WT-0 1
N ORTH ELEVATION
D 16
GL
GL
GL
D 15
D 17
TRAVERTIN E PAVIN G OVER CON CRETE S LAB
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
FRETWORK AS S ELECTED
GL
WT-0 2
FL 0 .3 8 5 m
W1
W2
OUTDOOR ROOM
DP
DP
C
GL
F.
DP
GL
C
GL
C
F.
C
GL
C
C
C
DP
DP
GL
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
El evat ion 5
S C A L E: 1 : 1 0 0
DP
RT-0 1
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN IS H
3000 CEILIN G H EIGH T
FL 0 .3 8 5 m
3000 CEILIN G H EIGH T
CL 3 .3 8 5 m
D ORMER VEN T TO ROOF S PACE
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COL ORBON D FIN IS H
BOU N DARY
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COL ORBON D FIN IS H
S C A L E: 1 : 1 0 0
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COLORB ON D FIN IS H
GABLE
GLAZIN G IN GABLE
CORRUGATED S TEEL S H EET ROOF @ 1 5 0 PITCH WITH COLORB ON D FIN IS H J AMES H ARD IE'S H ARDIGROOVE 6 mm CEILIN G LIN IN G TO U N DERS IDE OF OU TD OOR ROOM
BOU N DARY
BOU N DARY
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORB ON D FIN IS H
RT-0 1
D 18
F.
GL
D 12
GL 0 .0 0 0 m
S OU TH ELEVATION
C GL
F.
W 13
GL
GL
GL
GL
GL
D 16
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
GL
GL
C
DP
GL
WT-0 2
W 12
DP
C
C
GL
WT-0 1
GL
F.
W 14
GL
WT-0 2
F.
W 11
DP
GL
GL
DP
EG
GLAZIN G IN GABL E
CL 3 .3 8 5 m
OUTDOOR ROOM
C
CL OTH ES L IN E
3000 CEILIN G H EIGH T
FL 0 .3 8 5 m
EG
DP
CL 3 .3 8 5 m
3000 CEILIN G H EIGH T
EG EG
FL 0 .3 8 5 m TRAVERTIN E PAVIN G OVER CON CRETE S LAB
GL
GL
GL
D 14
El evat ion 6
GL
WT-0 2
D 16
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO BE IN S TAL LED IN ACCORDAN CE WITH MAN UFACTU RER'S S PECIFICATION S
C DP EG RT-0 1 WT-0 1 WT-0 2
4 0 0 x 1 5 0 DEEP BOX GUTTER OVER S PANDEK S H EETIN G WITH S UITABLE GUTTER STRAPS @ 1 2 0 0 MAX CTRS ON MIN 1 :2 0 0 FAL L TOWARDS MAIN ROOF GUTTER COL UMN TO EN GINEER'S DES IGN & DETAIL DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H WAL L TYPE 1 . BRICK VENEER AS SPECIFIED WAL L TYPE 2 . WEATHERBOARD EXTERNAL CL ADDIN G AS S PECIFIED
1°
22 .2
RT-0 1
1°
BOU N D ARY
BOU N DARY
7 19.
.2 22
TIMB ER TRU S S ES AT 9 OO CTRS TO BE CERTIFIED BY MAN UFACTURE. GIRD ER TRUS S L OCATION S , TIE- DOWN & BRACIN G DETAILS TO BE PROVID ED BY TRUS S MAN U FACTU RER
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORB ON D FIN IS H FIXED TO S UITABL E TOP H AT B ATTEN S @ 4 5 0 MAX CTRS WITH R1 .3 AN TICON IN S UL ATION BLAN KET TO METAL ROOF - MED IU M S OL AR AB SORPTAN CE
30.00°
CORRUGATED STEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN ISH FIXED TO S UITABL E TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 .3 AN TICON IN S UL ATION BL AN KET TO METAL ROOF - MEDIU M S OLAR ABS ORPTAN CE
0°
.0 30
0°
RT-0 1
R2 .5 BU LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT EG
EG
RAKED CEIL IN G
GARAGE
W1
P'TRY
KITCH EN
DIN IN G
LIVIN G 2
D 17
FL 0 .3 8 5 m
R2 .5 B UL K WALL IN S UL ATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
D 2
D 1
BED 2
1 0 mm PL AS TERBOARD CEIL IN G LIN IN G FIXED TO S UITABL E TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN ISH AS S PECIFIED
DP
GL
CORN ICE AS S ELECTED
EG
PAS S AGE
3385
GL
3000 CEILIN G H EIGH T
CL 3 .3 8 5 m
WEATH ERTEX 2 0 0 mm CL ASS IC S MOOTH AS PER EN GIN EERS DES IGN ARCH ITRAVES AS S ELECTED
D 5
DA 08
GL 0 .0 0 0 m
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVEL Y ON LY REFER TO EN GIN EER'S DES IGN & D ETAIL
POLIS H ED CON CRETE FIN IS H ED
TIMB ER FL OATIN G FL OOR OVER CON CRETE S LAB
CARPET FIN IS H
WAFFLE POD S S LAB AS PER EN GIN EERS D ES IGN US IN G 3 0 0 mm VOID S
1 0 mm PL AS TERBOARD WALL LIN IN G AS PER EN GIN EERS D ES IGN
S KIRTIN GS AS S ELECTED
S ect ion AA S C A L E: 1 : 5 0
TIMB ER TRU S S ES AT 9 OO CTRS TO BE CERTIFIED BY MAN UFACTURE. GIRD ER TRUS S LOCATION S , TIE- DOWN & BRACIN G DETAIL S TO BE PROVID ED BY TRUS S MAN U FACTU RER
GLAZIN G IN GABLE
BOU N DARY
R2 .5 BU LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
30 .0
° .00 30
CORN ICE AS S ELECTED BOU N D ARY
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN IS H FIXED TO S UITABL E TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 .3 AN TICON IN S UL ATION BLAN KET TO METAL ROOF - MED IU M S OL AR ABS ORPTAN CE
0°
DA 08
DA 08
BG
BG EG
EG GL
CL 3 .3 8 5 m
GL
GL
D 18
FL 0 .3 8 5 m GL 0 .0 0 0 m
WT-0 1
D 12
OUTDOOR ROOM
D 13
WEATH ERTEX 2 0 0 mm CLAS S IC S MOOTH AS PER EN GIN EERS D ES IGN R2 .5 B UL K WALL IN S UL ATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
1 0 mm PL AS TERBOARD WAL L L IN IN G AS PER EN GIN EERS DES IGN
S ect ion BB S C A L E: 1 : 5 0
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVEL Y ON LY REFER TO EN GIN EER'S D ES IGN & D ETAIL
TIMB ER FL OATIN G FL OOR OVER CON CRETE S LAB
F.
W 13
GL
GL
GL
GL
D 16
GL
BED 1
GL
F.
W 14
EG
DP
BILLIARD ROOM
3000 CEILIN G H EIGH T
DP
3385
CL OTH ES L IN E
D 7
TRAVERTIN E TILES L AID OVER CON CRETE S L AB
CARPET FIN IS H
WAFFLE POD S S LAB AS PER EN GIN EERS D ES IGN US IN G 3 0 0 mm VOID S
S KIRTIN GS AS S ELECTED
RAKED CEIL IN G
1 0 mm PL AS TERBOARD CEIL IN G LIN IN G FIXED TO S UITABLE TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
KEYN OTE LEGEN D BG DP EG RT-0 1 WT-0 1
4 0 0 x 1 5 0 DEEP BOX GUTTER OVER S PANDEK S H EETIN G WITH S UITABLE GUTTER STRAPS @ 1 2 0 0 MAX CTRS ON MIN 1 :2 0 0 FAL L TOWARDS MAIN ROOF GUTTER DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H WAL L TYPE 1 . BRICK VENEER AS SPECIFIED
1 0 mm PL AS TERBOARD CEIL IN G L IN IN G FIXED TO S UITABLE TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
CON TIN U OUS B EAD OF S EAL AN T
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN IS H FIXED TO S UITABLE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S U LATION BLAN KET TO METAL ROOF - MED IU M S OL AR AB S ORPTAN CE
CORRUGATED STEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN IS H FIXED TO S UITABLE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 .3 AN TICON IN SU LATION BLAN KET TO METAL ROOF - MEDIU M SOLAR ABS ORPTAN CE
R5 .0 BU LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT IN CL UDIN D GARGARE
TIMB ER TRUS S ES AT 9 OO CTRS TO BE CERTIFIED BY MAN U FACTURE. GIRDER TRU S S L OCATION S , TIE- D OWN & BRACIN G D ETAILS TO BE PROVID ED B Y TRUS S MAN UFACTURER
R2 .5 BU LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
TIMBER BATTEN S TIMBER RAFTER S KET TOP H AT BATTEN S
QU AD GU TTER AN D S TEEL FAS CIA WITH COLORBON D FIN IS H
WH ALIN G PL ATE 15 .0 0°
R2 .5 BU LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
VERAN DAH BEAM
1 0 mm PL AS TERBOARD WALL LIN IN G AS PER EN GIN EERS D ES IGN
FRETWORK AS S ELECTED W4
J AMES H ARDIE'S H ARDIGROOVE 6 mm CEILIN G LIN IN G TO UN DERS ID E OF OUTDOOR ROOM
WEATH ERTEX 2 0 0 mm CLAS S IC S MOOTH AS PER EN GIN EERS DES IGN
1 0 mm PL AS TERBOARD CEILIN G LIN IN G FIXED TO S UITABLE TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
QU AD GU TTER AN D S TEEL FAS CIA WITH COLORB ON D FIN IS H
R5 .0 BU LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT IN CL UD IN D GARGARE
CON TIN UOUS BEAD OF S EALAN T
1 0 mm PL AS TERBOARD WAL L L IN IN G AS PER EN GIN EERS DES IGN
WEATH ERTEX 2 0 0 mm CL AS S IC S MOOTH AS PER EN GIN EERS D ES IGN
CORN ICE AS S EL ECTED
1 2 5 x1 2 5 TIMBER POS T
VERAN DAH DETAIL 2
GU TTER - CALLOU T 1
S C A L E: 1 : 2 5
S C A L E: 1 : 2 5
WEATH ERTEX WALL CL AD DIN G (S ARKIN G BEH IN D) TO B E IN S TAL LED IN ACCORDAN CE WITH MAN UFACTURER'S S PECIFICATION S BAS ES MOU LDIN G TBD POS T
1 2 5 x1 2 5 TIMBER POS T
3 0 0 mm TIL ES FIN IS H
1 0 mm PL AS TERBOARD WAL L LIN IN G AS PER EN GIN EERS D ES IGN
R2 .5 BU LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
CARPET FIN IS H
WEATH ERTEX 2 0 0 mm CLAS S IC S MOOTH AS PER EN GIN EERS DES IGN
S KIRTIN G AS S EL ECTIED
TIMB ER FRAMIN G 9 0 x4 5 AS PER EN GIN EERS DES IGN
N /A PL ITH BOARDS AS PER EN GIN EERS D ES IGN
WAFFLE PODS S L AB AS PER EN GIN EERS DES IGN U SIN G 3 0 0 mm VOID S
CON CRETE SL AB & FOOTIN GS S H OWN IN DICATIVEL Y ON L Y REFER TO EN GIN EER'S D ES IGN & DETAIL
WAFFLE PODS SL AB AS PER EN GIN EERS D ES IGN US IN G 3 0 0 mm VOIDS
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & D ETAIL
VERAN DAH DETAIL 1
DETAIL FOOTIN G
S C A L E: 1 : 2 5
S C A L E: 1 : 2 5
CORRUGATED S TEEL S H EET ROOF @ 3 0 0 PITCH WITH COLORBON D FIN IS H FIXED TO S UITABL E TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 .3 AN TICON IN S U LATION BL AN KET TO METAL ROOF - MED IU M S OL AR ABS ORPTAN CE
4 0 0 x 1 5 0 D EEP BOX GUTTER OVER S PAN D EK SH EETIN G WITH S U ITABL E GU TTER S TRAPS @ 1 2 0 0 MAX CTRS ON MIN 1 : 2 0 0 FAL L TOWARDS MAIN ROOF GUTTER
TIMB ER TRUS S ES AT 9 OO CTRS TO BE CERTIFIED BY MAN UFACTURE. GIRDER TRU S S L OCATION S , TIE- D OWN & BRACIN G DETAILS TO BE PROVID ED B Y TRUS S MAN UFACTU RER
1 0 mm PL AS TERBOARD CEIL IN G L IN IN G FIXED TO S UITABLE TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
J AMES H ARD IE'S H ARD IGROOVE 6 mm CEILIN G LIN IN G TO U N D ERS ID E OF OU TD OOR ROOM
R5 .0 BU LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT IN CLU DIN D GARGARE
CON TIN U OUS BEAD OF S EALAN T
1 0 mm PL AS TERBOARD WAL L L IN IN G AS PER EN GIN EERS DES IGN
WEATH ERTEX 2 0 0 mm CLAS S IC S MOOTH AS PER EN GIN EERS D ESIGN
R2 .5 BU LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
BOX GU TTER DETAIL S C A L E: 1 : 2 5
ELECTRICAL LEGEN D DOWN LIGH TS
GPO'S S IN GLE G. P. O. MOU N TED 3 0 0 mm AB OVE FLOOR LEVEL GEN ERALLY OR @ H EIGH T AS N OTED . ALL S WITCH ES ABOVE B EN CH ES TO BE @1 1 0 0
EN ERGY EFFICIEN T COMPACT FLU ORES CEN T DOWN LIGH T 1 1 w/1 3 w COMPLETE WITH LAMP H OLDER B ATH ROOM DOWN LIGH T S AL ECO GEM S 9 0 4 1 IP 4 4 DIMMAB LE LED DOWN LIGH T KIT 1 0 w COMPLETE WITH LOW VOLTAGE TRAN S FORMER, S ILICON LAMP LEAD, FLEX & PLUG & LAMP
DOU BLE G.P. O. MOU N TED 3 0 0 mm AB OVE FLOOR LEVEL GEN ERALLY OR @ H EIGH T AS N OTED . ALL S WITCH ES ABOVE B EN CH ES TO BE @1 1 0 0 S IN GLE WATER PROOF D OU B LE G.P.O. MOU N TED 3 0 0 mm ABOVE FLOOR LEVEL GEN ERALLY OR @ H EIGH T AS N OTED. DOU BLE WATER PROOF DOU B LE G. P.O. MOU N TED 3 0 0 mm ABOVE FLOOR LEVEL GEN ERALLY OR @ H EIGH T AS N OTED.
1
EVOLIN E PORT RETRACTABLE POWERPOIN T IN S TALLED IN IS LAN D B EN CH / S U S PEN DED POWERPOIN T
'4
S WITCH ES
sb
DIMMABLE S WITCH MOU N TED AT 1 0 0 0 mm ABOVE FLOOR LEVEL
CEILIN G MOU N TED OYS TER LIGH T FITTIN G LED U PLIGH TS RECES S ED IN TO TIMB ER FLOOR OR PAVIN G
CEILIN G MOU N TED EXH AU S T FAN WITH LIGH T. DU CT TO OU TS IDE AIR WITH S ELF CLOS IN G S EAL IN ACCORD AN CE WITH EN ERGY RATIN G REQU IREMEN TS
WATERPROOF BOLLARD GARD EN LIGH T AS S ELECTED
EN ERGY EFFICIEN T LOW B AY METAL H ALIDE 1 5 0 w/2 5 0 w/4 0 0 w COMPLETE WITH ELLIPTICAL COATED LAMPS , PORCELAIN LAMP H OLDERS & WIRE & GLAS S S EALED FRON T (S U ITAB LE FOR CEILIN G H EIGH TS OF 3 TO 5 METERS )
RAN GEH OOD TO BE H ARDWIRED & EXH AU S T DU CTED TO OU TS IDE AIR. DU CT TO BE S ELF CLOS IN G WH EN N OT IN U S E
FAN S
H IGH B AY METAL H ALIDE 2 5 0 w/4 0 0 w COMPLETE WITH REFLECTOR, FLEX & PLU G, PERCELAIN LAMP H OLDER, ELLIPTICAL COATED LAMP & S U S PEN S ION H OOK
CEILIN G FAN WITH 3 S PEED VARIABLE S WITCH CEILIN G LIGH T 2 2 w & FAN WITH 3 S PEED VARIABLE S WITCH
S TAIR/WALL LOW LEVEL LIGH T 1 .6 w IN TERIOR U S E ON LY
2 1 4 ° 0 0 ' 0 0 "7 0 . 7 3 m
B U N KER EXTERIOR LIGH T COMPLETE WITH CERAMIC LAMP H OLDERS & FROS TED GLAS S LEN S
OTH ER CON N ECTION S
IN TERIOR WALL MOU N TED LIGH TIN G 1 x 2 0 w / 2 x 2 0 w COMPLETE WITH LAMPS , S PRIN G LOADED LAMP H OLDERS & REMOTE TRAN S FORMER EXTERIOR WALL MOU N TED LIGH TIN G 1 x 2 0 w / 2 x 2 0 w COMPLETE WITH LAMPS , S PRIN G LOADED LAMP H OLDERS & REMOTE TRAN S FORMER
TELEVIS ION POIN T MOU N TED AT 1 1 0 0 mm OR H EIGH T AB OVE FLOOR LEVEL AS N OTED. TELEPH ON E POIN T MOU N TED AT 1 1 0 0 mm OR H EIGH T AB OVE FLOOR LEVEL AS N OTED
EXAMIN ATION LAMP
COMPU TER N ETWORK DATA POIN T MOU N TED AT 3 0 0 mm OR H EIGH T AB OVE FLOOR LEVEL AS N OTED. REFER TO PLAN S FOR H U B LOCATION
TRAPEZE CEILIN G MOU N TED LIGH T AS S ELECTED
FLOODL IGH T
IN TERCOM MOU N TED AT 1 1 0 0 mm OR H EIGH T ABOVE FLOOR LEVEL AS N OTED
EN ERGY EFFICIEN T METAL H ALIDE FLOODLIGH TS 7 0 w/1 5 0 w/2 5 0 w/4 0 0 w COMPLETE WITH LAMPS , LAMP H OLD ERS , TOU GH EN ED FRON T GLAS S OR TU N GS TEN H ALOGEN FLOODLIGH TS 5 0 w/5 0 0 w COMPLETE WITH LAMPS , LAMP H OLDERS , TOU GH EN ED FRON T GLAS S
TOWEL RAIL TH ERMOS TAT FOR H EATIN G S YS TEM
MOVEMEN T S EN S OR
EN ERGY EFFICIEN T METAL H ALIDE FLOODLIGH TS 7 0 w/1 5 0 w/2 5 0 w/4 0 0 w COMPLETE WITH LAMPS , LAMP H OLD ERS , TOU GH EN ED FRON T GLAS S OR TU N GS TEN H ALOGEN FLOODLIGH TS 5 0 w/5 0 0 w COMPLETE WITH LAMPS , LAMP H OLDERS , TOU GH EN ED FRON T GLAS S WITH MOVEMEN T S EN S OR
EN ERGY EFFICIEN T FLU ORES CEN T BATTEN S 1 x 3 6 w 1 2 0 0 mm COMPLETE WITH LAMPS , LAMP H OLD ERS , DIFFU S ERS & S TARTERS EN ERGY EFFICIEN T FLU ORES CEN T T-BARS 2 x 3 6 w 1 2 0 0 mm COMPLETE WITH LAMPS , LAMP H OLD ERS , DIFFU S ERS & S TARTERS EN ERGY EFFICIEN T FLU ORES CEN T BATTEN 1 x 1 8 w 6 0 0 mm COMPLETE WITH LAMPS , LAMP H OLD ERS , DIFFU S ERS & S TARTERS EN ERGY EFFICIEN T FLU ORES CEN T BATTEN 1 x 1 8 w 6 0 0 mm COMPLETE WITH LAMPS , LAMP H OLD ERS , DIFFU S ERS & S TARTERS EN ERGY EFFICIEN T CIRCU LAR FLU ORES CEN T 2 2 w/3 2 w/4 0 w COMPLETE WITH LAMPS , LAMP H OLDERS , DIFFU S ERS EXTERIOR CIRCU LAR FLU ORES CEN T 2 8 w COMPLETE WITH LAMPS , LAMP H OLD ERS , DIFFU S ERS
PEN DAN T PEN DAN T FEATURE LIGH T AS S ELECTED S MALL CH AN DELIER
DOOR BELL
EL ECTRICAL B OX MB
ELECTRICAL METERB OX IN POWDER COATED S TEEL CAB IN ET RECES S ED IN TO WALL.
SB ELECTRICAL S WITCH B OARD IN S U ITABLE CAB IN ET RECES S ED IN TO WALL
H WS H WS B OS CH CON DEN S IN G (RES IDEN TIAL 2 6 0 ec o + / COMMERCIAL 3 2 C) GAS H OT WATER S YS TEM WITH ELECTRON IC IGN ITION , WEATH ERPROOF POWER POIN T REQU IRED S WITCH EN 5 0 0 mm OF TH E U N IT H WS ELEC H OT WATER S ERVICE (DIRECT WIRED) - PROVIDE TH ERMOS TATIC M IXIN G VALVES ECT. AS REQU IRED. OR S OLAR H OT WATER S ERVICE WITH GAS BACKU P - PROVIDE TH ERMOS TATIC M IXIN G VALVES ECT. AS REQU IRED. S MOKE ALARM TO BE H ARD WIRED WITH B ATTERY B ACKU P IN ACCORDAN CE WITH BCA PART 3 . 7 .2 S MOKE ALARMS
PEN DAN T FEATURE LIGH T AS S ELECTED MED IU M CH AN DELIER PEN DAN T FEATURE LIGH T AS S ELECTED LARGE CH AN D ELIER PEN DAN T FEATURE LIGH T AS S ELECTED EXTRA LARGE CH AN DELIER
H EATIN G & COOLIN G MU LTI H EAD S PLIT S YS TEM AIR CON DITION ER WALL MOU N TED H EAD U N IT (DRAIN ED TO OU TS IDE) -U N IT LOCATION DETERM IN ED ON S ITE. EXTERN AL U N ITS MU S T BE S CREEN ED FROM VIEW BY TIMB ER S LATES AIR CON DITION ER CON DEN S OR FOR S PLIT S YS TEM (DIRECT WIRED) -U N IT LOCATION DETERMIN ED ON S ITE N OTE: ALL H EATIN G & COOLIN G LAYOU T B Y ELECTRICAL CON TRACTOR S PLIT S YS TEM ARE TO B E IN S TALLED IN ALL B EDROOMS AN D LIVIN G AREAS AT TH E DIRECTION OF TH E PROPRIETOR IN ACCORDAN CE WITH MAN UFACTU RER'S REQU IREMEN TS -UN ITS TO BE CON N ECTED TO POWER AS REQU IRED
AUDIO ALL S PEAKER S YS TEMS LAYOU T AT TH E DIRECTION OF TH E PROPRIETOR IN CON S U LTATION WITH TH E ELECTRICAL & AU DIO VIS UAL CON TRACTOR N OTE: ALL ADDITION AL DATA & CABLIN G, S PEAKERS & S TEREO S YS TEMS ARE AT TH E DIRECTION OF TH E RELEVAN T CON S U LTAN TS
ELECTRICAL AN D LIGH TIN G PLAN S C A L E: 1 : 2 0 0
1 2 3 ° 4 4 ' 4 1 "7 . 4 5 m
H EATER / LIGH T / EXH AU S T FAN FITTIN G. CEILIN G MOU N TED. 4 x 2 7 5 w. WIRE TO S EPERATE S WITCH ES FOR RES PECTIVE OPERATION . FAN TO B E DU CTED TO OU TS ID E AIR WITH S ELF CLOS IN G S EAL IN ACCORDAN CE WITH EN ERGY RATIN G REQU IREMEN TS
m
EXH AUS TS
OTH ER LIGH TS
2
WATERPROOF S WITCH MOU N TED AT 1 0 0 0 mm AB OVE FLOOR LEVEL
N OTE: COVERS OVER D OWN LIGH TS OR U S E D OWN LIGH TS TH AT CAN H AVE IN S ULATION RU N OVER TH EM
.0 0 m
D
312° 3 3 ' 4 1 "2 0
3 WAY S WITCH MOU N TED AT 1 0 0 0 mm AB OVE FLOOR LEVEL
.5
3
mp
1
2 WAY S WITCH MOU N TED AT 1 0 0 0 mm AB OVE FLOOR LEVEL
3
DIRECTION AL DOWN LIGH TS 0 .4 w COMPLETE WITH LAMPS , 1 m CAB LE FOR CON S TAN T VOLTAGE LED DRIVERS & MOU LDIN GS . IN TERIOR & EXTERIOR U S E
2
"
S WITCH MOU N TED AT 1 0 0 0 mm ABOVE FLOOR LEVEL
1
EN ERGY EFFECIEN T CABIN ET LIGH T 7 w COMPLETE WITH LAMP, LAMP H OLDERS & MAIN S LEAD FOR H ARD WIRIN G OR LOW WATTAGE CAB IN ET LIGH T 1 . 1 w COMPLETE WITH REMOTE LED D RIVER, 2 m CABLE FOR CON N ECTION TO DRIVER & LAMPS IN TERIOR U S E ON LY
FLUORES CEN TS
"
°5
' 53 9 3 20°
m
1
PL DOWN LIGH T 1 x 1 8 w/ 1 x 2 6 w COMPLETE WITH POLYCARB ON ATE VEN TILATED H OUS IN G, TILTABLE LAMP H OLDERS , FLEX & PLU G, LMAP & GLAS S COVER (S U ITAB LE FOR COMMERCIAL: BOARDROOMS , H OS PITALS & AGED CARE)
6 8 . 7 4
8
S AL ECO GEM S 9 0 4 1 IP 4 4 DIMMAB LE LED DOWN LIGH T KIT 10w COMPLETE WITH CON S TAN T CU RREN T DRIVER, LAMP, LAMP H OLDERS & TRAN S FORMER
DOOR S CH EDULE S CALE : 1 /5 0 400 920 400
820
820
820
820
820
820
2340
2340
2340
2340
2340
2340
2640
2340
3000
300
CL 3 .3 8 5 m
FL 0 .3 8 5 m D 3
D 4
D 5
D 6
B ATH 1
WC 1
B ED 2
S TUDY
D 2
D 1
EN TRY
GUES T 820
920
820
820
900
D 7
B ED 1 3600
1640
2400
2340
2400
2340
2340
2340
2340
3000
CL 3 .3 8 5 m
GL
GL
FL 0 .3 8 5 m
GL
GL
GL
D 8 D 10
D 9
KITCH EN
D 11
WC 2
P'TRY 3600
D 12
L'DRY
D 14
D 13
B ILLIARD ROOM
L'DRY (EXTERN AL)
5400
B ILLIARD 3000
5500
GL
GL
GL
GL
GL
GL
GL
2700
2700
GL
213
GL
FL 0 .3 8 5 m
213
GL
2400
2400
3000
CL 3 .3 8 5 m
D 15
D 16
D 17
D 18
B ED 1
LIVIN G 2
GARAGE
GARAGE
1800
WIN D OW S CH ED U LE S CAL E : 1 /5 0 600
600
1800
2450
2450
600
CL 3 .3 8 5 m
FL 0 .3 8 5 m
W8 W1
W2
P'TRY
LIVIN G 1
B ATH 1
600
2700
F.
GL
F.
F.
GL
F.
W3
WC 1
B ATH 1
GL
GL
F.
W9
W7
W6
W5
F.
1800
GL
600
1200
GL
1800
GL
GL
600
GL
GL
1800
GL
600
GL
GL
1200
1500
1500
GL
1800
GL
600
GL
1200
GL GL
1200
50 R4
0
GL
1200
3000
GL
1200
5 R4
B ED 2
S TUDY
2700
W4
LIVIN G 1
GUES T
2450
2450
900
900
CL 3 .3 8 5 m
2400
GL
W4
PLAN LIVIN G 1
PLAN GUES T 5400 1725
GL
F.
W 11
B ED 1
1750
1725
GL
W 12
B ILLIARD ROOM
50
F.
F.
W 13
LIVIN G 2
50
50
50
W 14 60
LIVIN G 2
°
60
°
2327
GL
300
F.
300
GL
FL 0 .3 8 5 m
B ATH 2
GL
2400
GL
2100
GL
2100
1200 1200
3000
W3
GL
W 10
500
500
GL
CL 3 .3 8 5 m
GL
GL
GL
W 15
S ITE PL AN N OTES
GEN ERAL N OTES
1 . ALL S ITE DIMEN S ION S ARE IN MILLIMETRES U N LES S S PECIFIED OTH ERWIS E .
ALL MATERIALS & WORK PRACTICES S H ALL COMPLY WITH , B U T N OT LIMITED TO TH E B U ILDIN G REGU LATION 2 0 0 6 , N ATION AL CON S TRU CTION CODE S ERIES 2 0 1 2 BU ILDIN G CODE OF AU S TRALIA VOL 2 & ALL RELEVAN T CU RREN T AU S TRALIAN S TAN DARDS (AS AMEN DED) EFERRED TO TH EREIN
2 . B U ILDER TO VERIFY ALL S ET DETAILS ON S ITE. 3 . REFER TO PLAN OF S U BDIVIS ION OR CERTIFICATE OF TITLE FOR VERIFICATION OF ALL B EARIN GS , DIS TAN CES AN D OTH ER S ITE IN FORMATION . CON TRACTOR IS TO VERIFY B OU N DARY LOCATION ON S ITE PRIOR TO TH E COMM EN CEMEN T OF WORK 4 . FOR DETAILS OF ALL EAS EMEN TS REFER TO TH E PLAN OF S U BDIVIS ION OR CERTIFICATE OF TITLE AN D OTH ER IN FORMATION B Y TH E RES PON S IBLE AU TH ORITY.
LEVEE B AN K
5 . IN S TALLATION OF ALL S ERVICES IN CLUD IN G ALL S TORMWATER, WAS TE WATER AN D S EWER DETAILS S H ALL COMPLY WITH TH E RES PECTIVE S U PPLY AU TH ORITYREQUIREMEN TS .
8 8 ° 1 0 ' 2 0 " 6 2 .0 0 m
37397
PROPOS ED RES IDEN CE 6 7 2 7 m2
REAR S ETB ACK
LOT 4
7 . CON TRACTOR TO PROVIDE UN DERGROU N D POWER S U PPLY FROM EXIS T ELEC. PIT/ OR PILLAR TO N EW METER B OX IN ACCORDAN CE WITH POWER S U PPLIERS REQU IREMEN TS 1 7 8 ° 1 0 ' 2 0 " 1 0 8 .5 0 m
VACAN T ALLOTMEN T 6 0 0 0 m2
43162
LOT 3
3 5 8 ° 1 0 ' 2 0 " 1 0 8 .5 0 m
6 . TH E CON TRACTOR AN D S U BCON TRACTOR S H ALL EN S URE TH AT ALL S TORMWATER DRAIN S , S EWER PIPES AN D TH E LIKE ARE LOCATED AT A S UFFICIEN T DIS TAN CE FROM AN Y BU ILDIN GS FOOTIN GS AN D / OR S LAB EDGE B EAMS S O AS TO PREVEN T GEN ERAL MOIS TU RE PEN ETRATION , DAMPN ES S , WEAKEN IN G AN D U N DERMIN IN G OF AN Y B U ILDIN G AN D ITS FOOTIN G S YS TEM.
LOT 1 8
LOT 1 9
LOT 2 0
VACAN T ALLOTMEN T 4 3 0 5 m2
VACAN T ALLOTMEN T 4 3 4 0 m2
VACAN T ALLOTMEN T 4 3 4 0 m2
8 . CON TRACTOR TO CON FIRM LOCATION OF EXIS TIN G WATER METER. EN S URE EXIS TIN G METER IS EQU IPPED WITH A BACKFLOW PREVEN TION DEVICE & S TOP TAP. CON N ECT TO RES ID EN CE IN ACCORDAN CE WITH LOCAL AU TH ORITIES REQU IREMEN TS 9 . CON N ECT RES IDEN CE WITH TELS TRA CABLES IN S TRICT ACCORDAN CE WITH TELS TRA'S REQU IREMEN TS 1 0 . CON N ECT WATER S U PPLY TO TH E S AN ITARY ITEMS WITH IN TH E PROPOS ED BU ILDIN G & H WS WH ERE REQU IRED IN ACCORDAN CE WITH LOCAL AU TH ORITIES REQU IREMEN TS . S U PPLY H OT & COLD WATER TO N EW S AN ITARY ITEMS AS REQU IRED 1 1 . CON N ECT ALL S AN ITARY ITEMS WAS TE PIPES WITH IN RES IDEN CE WITH CLAS S 1 2 PVC-U 1 0 0 mmø DWV LAID ON MIN . 1 :6 0 FALL. CON N ECT TO EXIS TIN G S EPTIC TAN K IN ACCORDAN CE WITH LOCAL AU TH ORITIES REQU IREMEN TS
REAR WAL L
1 2 . CON N ECT ALL DOWN PIPES WITH 9 0 mmø PVC-U S TORM WATER DRAIN & CON N ECT TO WATERTAN K IN ACCORDAN CE WITH LOCAL AU TH ORITIES REQU IREMEN TS . TAN K OVERFLOW TO B E CON N ECTED TO EXIS T. LEGAL POIN T OF DIS CH ARGE IN ACCORDAN CE WITH LOCATION AU TH ORITIES REQU IRMEN TS 10031
5363
1 3 . CON TRACTOR TO ALLOW TO REMOVE ALL EXIS TIN G TREES S H OWN DAS H ED. COMPACT FILL ALL H OLES IN S TRICT ACCORDAN CE WITH EN GIN EERS REQU IRMEN TS & AS 2 8 7 0 S ITE PLAN N OTES
S IDE S ETBACK 7224
5316
EN GIN EERIN G
S IDE S ETBACK
TH E CON TRACTOR & S U B CON TRACTORS S H ALL CH ECK & VERIFY ALL DIMEN S ION S , S ETB ACKS , LEVELS & S PECIFICATION S & ALL OTH ER RELEVAN T DOCU MEN TATION PRIOR TO TH E COMMEN CEMEN T OF AN Y WORKS OR PREPARIN G S H OP DRAWIN GS . REPORT ALL DIS CREPAN CIES TO TH IS OFFICE FOR CLARIFICATION . ALL D IMEN S ION S ARE IN MILLIMETRES U. N . O. IF IN DOU BT AS K, DO N OT S CALE. TH ES E DRAWIN GS S H ALL BE READ IN CON J U N CTION WITH AN Y H OUS E EN ERGY RATIN G REPORT, ALL RELEVAN T S TRU CTURAL & ALL OTH ER CON S ULTAN TS DRAWIN GS / DETAILS & WITH AN Y OTH ER WRITTEN IN S TRU CTION S IS S U ED IN TH E COU RS E OF TH E CON TRACT VARIATION . ALL N EW CON S TRU CTION WORK & TH E IN S TALLATION OR ALTERATION OF EXIS TIN G S ERVICES S H ALL COMPLY WITH TH E 'BU ILDIN G CODE OF AU S TRALIA', RELEVAN T 'AU S TRALIAN S TAN DARDS ', RELEVAN T CODES & MAN U ALS , LOCAL MU N ICIPAL BY-LAWS & TH E REQU IREMEN TS OF TH E RES PECTIVE S UPPLY AU TH ORITIES REQU IREMEN TS . ALL FITTIN GS , FIXTU RES , PAIN TIN G, ETC. TO PROPRIETORS REQU IREMEN TS . CON TRACTOR MU S T EN S U RE ALL N ECES S ARY PERMITS ARE OB TAIN ED & ALL FEES ARE PAID FOR PRIOR TO TH E COMMEN CEMEN T OF WORK. TH E CON TRACTOR S H ALL TAKE ALL S TEPS N ECES S ARY TO EN S URE TH E S TAB ILITY & GEN ERAL WATER TIGH TN ES S OF ALL N EW & /OR EXIS TIN G S TRU CTU RES DU RIN G ALL WORKS . ALL D RAIN AGE WORK S H ALL B E IN S TRICT ACCORDAN CE WITH AS 3 5 0 0 AN D TH E RES PECTIVE AU TH ORITIES REQU IREMEN T AN D IN DU S TRY CODES . TH E ELECTRICAL S ERVICES S H ALL B E IN S TALLED IN ACCORDAN CE WITH TH E REQU IREMEN TS AN D REGU LATION S OF ALL AU TH ORITIES AN D CODES RELEVAN T TO TH E WORKS IN CLU DIN G B U T N OT LIMITED TO AS 3 0 0 0 - AU S TRALIAN WIRIN G RU LES , S ERVICE & IN S TALLATION RU LES & N CC TH ES E PLAN S H AVE B EEN PREPARED FOR TH E EXCLU S IVE U S E B Y TH E CLIEN T OF 'EN VIS AGE DES IGN GROU P' ('TH E DES IGN ER') FOR TH E PU RPOS E EXPRES S LY N OTIFIED TO TH E DES IGN ER. AN Y OTH ER PERS ON WH O U S ES OR RELIES ON TH ES E PLAN S WITH OU T TH E DES IGN ERS WRITTEN CON S EN T DOES S O AT TH EIR OWN RIS K & N O RES PON S IBILITY IS ACCEPTED BY TH E DES IGN ER FOR S U CH U S E & /OR RELIAN CE.
AREA AN ALYS IS N ame ar ea
45208
44000
FRON T S ETB ACK
ALL MATERIALS & CON S TRU CTION PRACTICE S H ALL MEET TH E PERFORMAN CE REQU IREMEN TS OF TH E B CA. WH ERE AN ALTERN ATIVE S OLUTION IS PROPOS ED TH EN , PRIOR TO IMPLEMEN TATION OR IN S TALLATION , IT FIRS T MU S T BE AS S ES S ED & APPROVED BY TH E RELEVAN T BU ILD IN G S U RVEYOR AS MEETIN G TH E PERFORMAN CE REQU IREMEN TS OF TH E B CA
TH E APPROVAL BY TH IS OFFICE OF A S U BS TITUTE MATERIAL, WORK PRACTICE, VARIATION OR TH E LIKE IS N OT AN AUTH ORIZATION FOR ITS U S E OR A CON TRACT VARIATION . AN Y S AID VARIATION S MU S T B E ACCEPTED B Y ALL PARTIES TO TH E AGREEMEN T & WH ERE APPLICAB LE TH E RELEVAN T B U ILDIN G S U RVEYOR PRIOR TO IMPLEMEN TIN G TH E S AID
REFER TO EN GIN EERS DRAWIN G FOR DES IGN & DETAIL OF S TRU CTU RAL ITEMS PREPARED B Y: BM CIVIL EN GIN EERS PTY L TD DRAWIN G REFEREN CE N O: FD 3 5 3 4 4 -2 1
CON CRETE KERB
N LES S OTH ERWIS E S PECIFIED, TH E TERM BCA S H ALL REFER TO N ATION AL CON S TRU CTION CODE S ERIES 2 0 1 2 BU ILDIN G CODE OF AU S TRALIA VOLU ME 2
t o t al l o t s iz e t o t al s iz e co ver ag e t o t al per meabl e s u r f ac e
DRIVEWAY
7 3 1 6 m² 1 3 7 8 m² 5 9 3 8 m²
S TON E / GRAVEL S U RFACE
BUILDIN G AN ALYS IS N ame AREA S QR DECK GARAGE PAVIN G POARCH RES IDEN T TOTAL
2 6 8 ° 1 0 ' 2 0 " 6 2 .0 0 m
RES ERVE N O. 1 2 4 7 3 m2
ROAD
9 2 M² 49 ² 4 3 4 M² 1 3 M² 7 9 0 M² 1 3 7 8 m²
10 5 47 1 85 148
S ITE AERIAL
LOT 2 VACAN T ALLOTMEN T 1 1 3 0 m2
LOT 1 4
LOT 1 5
LOT 1 6
LOT 1 7
VACAN T ALLOTMEN T 1 6 5 2 m2
VACAN T ALLOTMEN T 1 7 0 2 m2
VACAN T ALLOTMEN T 1 6 2 8 m2
VACAN T ALLOTMEN T 1 6 8 9 m2
LOT 1
GATEWAY ELEVATION
VACAN T ALLOTMEN T 1 7 1 8 m2
ROAD
S C A L E: 1 : 1 0 0
LOT 5
LOT 6
LOT 7
VACAN T ALLOTMEN T 1 5 9 5 m2
VACAN T ALLOTMEN T 1 5 0 0 m2
VACAN T ALLOTMEN T 1 5 0 0 m2
LOT 8
VACAN T VACAN T ALLOTMEN T ALLOTMEN T 1 1 2 5 m2 1 1 0 0 m2
N IN TH S TREET PROPOS ED S ITE PLAN S C A L E: 1 : 5 0 0
LOT 9
LOT 1 0 VACAN T ALLOTMEN T 1 1 3 8 m2
4386
5300
3583 4 0
4
9
0
0
1510
1555
600
2223
0
3583
6 00 11
L 'DRY
O
0
AL FRES CO DIN IN G
R
L IVIN G ROOM 2
0
D
6
240
3
4820
E
240
B
4146
DIN IN G
CC
DD
WD 0 6
WD 0 7
WD 0 7
2
P
0
D
P D
VE O B A E N TL I U O O O R
EA
M
VE O B
SHR 3
D
P
EN S 1
9
VE
P
5
R
4
A G E
9 1
5 1
0
4400
0 3 5
EN S 2
2
B A
7
9
1500
2143
2100
1554
850
2025
1450
1990
850
7
5
2
9
3213
7
9
5030
4
5
4
0
0
0
9
6
1
0
6
9
5
1
5
0
3825
2
01
0
0
1
850 900 850 900 850
3
5
0
4
1
F
240 1550 90
BEDROOM 2
4
0
2
O
6
3
8
90
5
O
5
1
D
0
P
0
2324 PWDR
5
0
R
4
6
S TON E FACIN G 180
5
0
5
N TL I U
9
P
M A
6
A
7
E
2
E
BS N
D
VE 4
G
3
WD 0 8
0
1
FT-0 2
FF
6
2
D D
D B
D
O 5
4
2955
7
6129
6
5
ROOM S CH EDULE N AME AREA Fl o o r Fin is h KITCH EN GAS COO KTO P S ARE TO BE 2 0 0 mm OR GREATER FROM A S TAIN LES S S TEEL OR GLAS S S PLAS H B ACK WALL. IF CLEARAN CE IS LES S TH AN 2 0 0 mm, TH E FOLLOWIN G MU S T APPLY: S TAIN LES S S TEEL(A) TH E WALL MU S T N OT CON TAIN COMBU S TIB LE MATERIALS OR (B ) TH E S U RFACE OF TH E WALL IS TO B E PROTECTED AS PER AS 5 6 0 1 /AG6 0 1 , CLAU S E 5 .1 2 .1 TO U GH EN ED GLAS S (A) A LETTER IS TO B E S UPPLIED BY GLAS S S U PPLIER OR GLAS S MAN UFACTU RER IN DICATED TH AT TH E GLAS S IS FIT FOR PU RPOS E AT TH E CLEARAN CE S TATED AN D; (B ) IF TH E GLAS S IS FIXED TO A COMB US TIBLE S URFACE, TH AT S U RFACE IS TO B E PROTECTED AS PER AS 5 6 0 1 /AG 6 0 1 CLAU S E 5 .1 2 . 1 TH IS MAY ALS O BE MET IF D OCU MEN TATION ARE PROVIDED TO TH E EFFECT TH AT TH E FIXIN G METH ODS WITH EN S U RE TH E TEMPERATU RE OF TH E COMB U S TIB LE S U RFACE WILL N OT EXCEED 6 5 °C
KEYN OTE LEGEND BA BS N C CD CP-0 1 CT DP DW FR FT-0 1 FT-0 2 FT-0 3 FT-0 4 MB REF SB SHR S LT S NK S T-0 1 TH E TR WM WT-0 9 WT-1 0
0
2
0
1
BATH TUB AS SEL ECTED BAS IN AS SPECIFIED COL UMN TO EN GINEER'S DES IGN & DETAIL CL OTH ES DRYER S PACE CARPET ON TIMBER FL OORIN G TO S TRUCTUREAL EN GIN EERS DRAWIN GS AN D S PECIFICATION S COOK TOP AS SEL ECTED DOWNPIPE WITH COL ORBON D FINIS H DIS HWAS HER AS PER S EL ECTION S CHEDULES B FREEZER SPACE TIMBER FL OORIN G TILES . 6 0 0 X6 0 0 TILES PAVIN G CON CRETE EL EC METERBOX IN STEEL CABIN ET WITH POWDERCOAT FIN IS H TO BE SEL ECTED REFRIGERATOR AS PER S EL ECTION S CH EDUL E EL EC S WITCH BOARD IN SUITABL E CABIN ET S H OWER S PACE S OL ARTUBE WITH DAYL IGHT CON TROL AS SEL ECTED S IN K AS PER S EL ECTION SCH EDUL E S TON E ON TIMBER FLOORIN G TO S TRUCTUREAL EN GIN EERS DRAWIN GS AN D S PECIFICATION S TIL ED H EARTH AS PER S ELECTION SCH EDUL E S TAIN L ES S S TEEL LAUNDRY TROUGH AS S EL ECTED WAS HIN G MACH IN E S PACE WAL L TYPE 9 . L OAD BEARIN G WAL L WAL L TYPE 1 0 . PL ASTERBOARD LIN ED BUL KHEAD
AL FRES CO DIN IN G ATTIC ATTIC BATH BEDROOM 1 BEDROOM 2 BEDROOM 3 BEDROOM 4 BEDROOM 5 BEDROOM 6 BEDROOM 7 DIN IN G DRY EN S 1 EN S 2 EN S 3 EN S 5 EN TRY GARAGE KITCH EN L 'DRY L IVIN G ROOM 1 L IVIN G ROOM 2 PAN TRY PAS SAGE PWDR S H WR S TAIRWAY S TORE 1 S TORE 1 S TORE 2 S TORE 2 S TUDY 1 S TUDY 2 VAN ITY WC WIR WIR 1 WIR 2 WIR 3 WIR 4 WIR 5
5 4 m² 6 2 m² 4 0 m² 4 m² 2 8 m² 1 5 m² 1 3 m² 1 6 m² 1 7 m² 1 1 m² 1 1 m² 4 3 m² 5 m² 1 5 m² 7 m² 8 m² 5 m² 1 1 m² 4 9 m² 2 8 m² 1 7 m² 5 9 m² 2 1 m² 1 5 m² 3 8 m² 2 m² 3 m² 1 9 m² 7 m² 2 m² 8 m² 5 m² 1 2 m² 1 3 m² 4 m² 2 m² 3 m² 9 m² 5 m² 3 m² 2 m² 2 m²
7
9
1
0
6
0
W2
O
B
G
A
N
E
VI
N
0
EL
0
I TL
H
U
9
1
5
B
A
O R
P D
EA B
9
WIR 1
S
O
E 8
BEAM
E N TL I
O O
F
E H IC N
P
W3
D
1400
P D
U
G ED C EIL I N RA K BEAM
C
B
S ER K C LO
3
O
M B
EA
P
C
C
P D
M
D
C
F
P D
VE O B A E
N TL I U O F
O O R
VE O B A E
BEDROOM 1 CP-0 1
W4
EN TRY
0
F
0
R
270
4
O
0
TO
4255 S TAIRWAY
2
O
0
S
270
0
R
2
8
7242
9
0 9
WD 0 7
8
N
2
4 1
WD 0 7
1
2 2
WD 0 6
0
0 4
DD
0
SHR
D B FT-0 2
FL 0 . 4 5 0 m
CC
4
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ROOF OU TLIN E ABOVE
BB
0
W1
IR W
D 1
7
S TAIRWAY S T-0 1
W 34
3
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5
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2
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1 3
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WC DOOR TO WC TO H AVE DEMOU N TABLE H IN GES OR OPEN OUTWARDS EN S U RE ROOM H AS ADEQU ATE VEN TILATION BY MEAN S OF N ATU RAL OR MECH AN ICAL VEN TILATION
8
2 8
FREES TAN DIN G FIREPLACE AN D FLU E TO B E IN S TALLED IN S TRICT ACCORDAN CE TO TH E N CC VOL 2 PART 3 .7 .3 .5 AN D AS /N Z S 2 9 1 8 & MAN U FACTU RER'S S PECIFICATION S
LAU N DRY TILE BEH IN D BEN CH & WAS H ER TO MIN . H EIGH T OF 8 0 0 mm PROVIDE N OGGIN G FOR WALL MOU N TED DRYER OVER WAS H ER PROVIDE FLOOR OU TLET
E
4
1 3
FIREPL ACE
ALL FIXTU RES , FITTIN GS & FIN IS H ES AS S ELECTED ALL J OIN ERY TO PROPRIETORS REQU IREMEN TS TILE ABOVE VAN ITY TO MIN 1 5 0 mm IN S TALL FRAMED MIRROR AS S ELECTED TO WALL ABOVE VAN ITY
3
BEDROOM 2 CP-0 1
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EN S 2
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2
9
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WATERPROOFIN G OF WET AREAS ' B EIN G B ATH ROOMS , S H OWER, LAUN DRY, ALL KITCH EN DETAILS B Y PROPRIETOR U N LES S S ET OU T IN TH ES E DRAWIN GS S AN ITARY COMPARTMEN TS AN D TH E LIKE S H ALL B E PROVIDED IN ACCORDAN CE VERIFY ALL LAYOU TS , APPLIAN CE S IZES & LOCATION ON S ITE PRIOR TO WITH AS 3 7 4 0 -2 0 1 0 : WATERPRO OFIN G O F D O M ES TIC WET AREAS CON S TRU CTION
-
B
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GLAZ ED S CREEN & DOORS AS S ELECTED TO COMPLY WITH N CC P ART 3 . 6 . 4 . 5
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FLOOR GRADE IN S ITU S H OWER EN CLOS U RE FLOOR TO B E GRAD ED TOWARDS OU TLET WITH GRADE N OT LES S TH AN 1 :6 0 FALL REFER TO N CC P ART 3 . 8 . 1 REMAIN DER OF S AN ITARY FACILITIES S H ALL H AVE A GRADIEN T BETWEEN 1 :8 0 & 1 :1 0 0
0
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WH ERE TH E B U ILDIN G (EXCLU DES A D ETACH ED CLAS S 1 0 ) IS LOCATED IN A TERMITE PRON E AREA, TH E AREA TO U N DERS IDE OF BU ILDIN G AN D PERIMETER IS TO B E TREATED AGAIN S T TERMITE ATTACK. A TERMITE B ARRIER OR COMBIN ATION OF B ARRIERS MU S T B E IN S TALLED IN ACCORDAN CE WITH AS 3 6 6 0 . 1 - 2 0 0 0 . KORDON OR S IMILAR APPROVED TERMITE PROTECTION TREATMEN T S H ALL BE IN S TALLED IN S TRICT ACCORDAN CE WITH MAN U FACTU RERS IN S TRU CTION S TO PROTECT EN TIRE BU ILDIN G. TH E AREA BEN EATH TH E S US PEN DED FLOOR MU S T B E VEN TILATED IN ACCORDAN CE WITH TH E N CC & IN S PECTED IN ACCORDAN CE WITH AS 3 6 6 0 .1 ALL TIMB ER COMPLETELY OR PARTIALLY PROTECTED FROM WEATH ER TO BE H 2 TREATED ALL TIMB ER OU TS IDE & AB OVE GROU N D S H ALL B E H 3 TREATED. ALL TIMB ER TH AT IS N ON -S TRU CTU RAL TH AT IS IN CON TACT WITH GROU N D OR WATER S H ALL BE H 4 TREATED. WH ERE A CH EMICAL TERMITE MAN AGEMEN T S YS TEM IS U S ED , TH E CH EMICAL MU S T BE IN CLU DED ON TH E APPROPRIATE AU TH ORITY'S PES TICID ES REGIS TER
26 1
S NK
FF
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GROU N D FLOOR PLAN
TERMITE PROTECTION TO BU ILDIN G TO BE IN ACCORDAN CE WITH N CC VOL 2 PART 3 .1
1 1
WD 0 8
W9
D 9
WET AREAS
3 01
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EN S 3
FL 0 . 5 0 0 m
S T-0 1 FL 0 . 5 0 0 m
7482
TERMITE PROTECTION
4
D C
SHR
D E
BA
1976
2
PAS S AGE
PORCH
850
0
B EAM
W 41
240
5
1
W 32 W 33 ROOF OU TLIN E ABOVE
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W6
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2
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m
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0
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4
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W 30
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M
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S TON E TIMBER FLOATIN G FL OOR TIMBER FLOATIN G FL OOR TILES CARPET CARPET CARPET CARPET CARPET CARPET CARPET TIMBER FLOATIN G FL OOR TIMBER FLOATIN G FL OOR TILES TILES TILES TILES S TON E CON CRETE TIMBER FLOATIN G FL OOR TILES CARPET TIMBER FLOATIN G FL OOR TIMBER FLOATIN G FL OOR TIMBER FLOATIN G FL OOR TILES TILES S TON E CON CRETE TIMBER FLOATIN G FL OOR CON CRETE TIMBER FLOATIN G FL OOR TIMBER FLOATIN G FL OOR CARPET TILES TILES CARPET TIMBER FLOATIN G FL OOR CARPET CARPET CARPET CARPET
0
8
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1
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EN TRY L 'DRY AL FRESCO DIN IN G AL FRESCO DIN IN G AL FRESCO DIN IN G DIN IN G S TORE 2 S TORE 1 GARAGE L 'DRY PAN TRY
DES CRIPTION
2
4
2
9
2100 870 1510
S OL ID TIMBER H IN GED DOUBLE DOORS AL UMIN IUM FRAMED GL AZED HIN GED DOOR Ar c h it ec t u r al H in g ed Do o r (Do u bl e)
4 .3 2 4 .6 1 4 .6 1
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2400
1524
Ar c h it ec t u r al H in g ed Do o r (Do u bl e)
4 .6 1
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2400
1538
Ar c h it ec t u r al H in g ed Do o r (Do u bl e)
4 .6 1
.5 3
2400 2400 2400 2400 1800 2340 2340 2340 2340 2340 2340 2340 2340
1538 2100 2100 5600 500 820 820 820 720 1240 720 1840 920
Ar c h it ec t u r al H in g ed Do o r (Do u bl e) 4 .6 1 GARAGE ROLL ER DOOR GARAGE ROLL ER DOOR GARAGE DOOR WITH EL ECTRON IC OPEN ERS TIMBER VEN EER H OL L OW CORE FL US H PANEL DOOR TIMBER FRAMED GL AZED DOOR TIMBER VEN EER H OLL OW CORE DOOR TO CAVITY S L IDIN G UN IT TIMBER VEN EER H OL L OW CORE FL US H PANEL DOOR TIMBER VEN EER H OL L OW CORE FL US H PANEL DOOR 2 x 6 2 0 TIMBER VEN EER H OL L OW CORE FL US H PANEL DOOR TIMBER VEN EER H OLL OW CORE DOOR TO CAVITY S L IDIN G UN IT ROBE DOOR AS S EL ECTED TIMBER VEN EER H OLL OW CORE DOOR TO CAVITY S L IDIN G UN IT
.5 3
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CC
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3307
590
2912
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L OCATION PWDR BEDROOM 2 EN S 2 BEDROOM 1 EN S 1 EN S 1 WIR 1 BEDROOM 1 EN S 3 BEDROOM 3 BATH WC BEDROOM 4 BEDROOM 4 BEDROOM 5 BEDROOM 5 EN S 5 BEDROOM 6 BEDROOM 7 L 'DRY AL FRES CO DIN IN G L IVIN G ROOM 2 L IVIN G ROOM 1 L IVIN G ROOM 1 L IVIN G ROOM 1
H EIGH T 1800 2057 1800 1800 1800 1800 1800 1800 1200 2057 1800 1800 2057 2057 2057 1800 1800 2057 2057 1200 2057 2057 2057 1800 1800
WIDTH 850 1450 850 1450 1450 610 850 1500 610 1210 610 610 1210 1210 610 2170 610 1450 1450 600 1810 2650 2650 1210 1210
H EAD H EIGH T 2400 2357 2400 2400 2400 2400 2400 2400 2400 2357 2400 2400 2357 2357 2357 2400 2400 2357 2357 2400 2357 2357 2357 2400 2400
180
11667
0
AA WD 0 6
ATTIC FLOOR LEVEL S C A L E: 1 : 1 0 0
91
WIN DOW S CH EDULE N O. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
2910
8
U-VALUE S H GC
2400 2400 2400
3
1588 90
2
N O. LOCATION H EIGH T WIDTH 1 2 3
0
9
9
DOOR S CH EDULE
2
0°
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DES CRIPTION DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T RECTAN GU L AR (PORTRAIT) L OU VER DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T Res id en t ial Fix ed Win d o w Res id en t ial Fix ed Win d o w DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T
WIN DOW S CH EDULE
WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW WIN DOW
WIN DOW WIN DOW
U -VAL U E 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .3 2 4 .8 0 4 .8 0 4 .8 0 4 .8 0 4 .8 0
S H GC .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5
N O. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 50 51
L OCATION L IVIN G ROOM 1 S TU DY 2 S TORE 1 GARAGE S TU DY 1 S TU DY 1 PAN TRY PAN TRY PAN TRY EN TRY AL FRES CO DIN IN G AL FRES CO DIN IN G ATTIC ATTIC S TAIRWAY S TAIRWAY
H EIGH T 1800 1800 1200 1200 1800 1800 1800 1800 1800 838 1219 1219 1800 1500 1500 3630 900 900 900 900
WIDTH 1210 1210 850 850 850 850 850 850 850 2130 1800 1800 850 850 850 1500 550 550 550 550
H EAD H EIGH T 2400 2400 2400 2400 2400 2400 2400 2400 2400 3619 2000 2000 2400 2100 5400 3630
DES CRIPTION DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IUM POWDERCOATED FIXED WIN DOW DOWEL L AL U MIN IUM POWDERCOATED FIXED WIN DOW DOWEL L AL U MIN IUM POWDERCOATED FIXED WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IU M POWDERCOATED CAS EMEN T WIN DOW DOWEL L AL U MIN IUM POWDERCOATED FIXED WIN DOW h t t p: //www. vel u x . c o . u k /pr o d u c t s /r o o f -win d o ws /in t eg r a h t t p: //www. vel u x . c o . u k /pr o d u c t s /r o o f -win d o ws /in t eg r a h t t p: //www. vel u x . c o . u k /pr o d u c t s /r o o f -win d o ws /in t eg r a h t t p: //www. vel u x . c o . u k /pr o d u c t s /r o o f -win d o ws /in t eg r a S o l at u be Tu bu l ar Tayl ig h t in g Devic e (TDD) as S pec if ied in 0 8 6 2 0 0 S o l at u be Tu bu l ar Tayl ig h t in g Devic e (TDD) as S pec if ied in 0 8 6 2 0 0
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90 1103 1566 90 1629 90
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S H GC .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .5 5 .6 4 .6 4 .6 4 .5 5 .5 5 .5 5 .6 4
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ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
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EG
3
O
EG G
1
14301
6713
S IDE S ETBACK
169
600
3576
169
OVERH AN G
600
3990
OVERH AN G
600
169
5880
ROOF PLAN S C A L E: 1 : 1 0 0
6
9 O
0
0
VE
R
H
A
N
G
14556
OVERH AN G
5363 S IDE S ETBACK
ROOF FIN IS H ES
KEYN OTE LEGEND
MAIN ROOF:
CORRU GATED ROOF S H EETIN G @ 4 0 o PITCH
COLORB ON D FIN IS H
FAS CIA:
S TEEL
COLORB ON D FIN IS H
GU TTER:
QU AD
COLORB ON D FIN IS H
DP EG RT-0 1 SL S LT
DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H S KYLIGH T WITH DAYLIGH T CON TROL AS S EL ECTED S OL ARTUBE WITH DAYL IGHT CON TROL AS SEL ECTED
CON S TRU CTION REQU IRMEN TS FOR BAL 1 2 . 5 & 2 9 : S U BFLOO R S U P PO RTS & FLO ORS :
RO OF PEN ETRATION S :
EAVE LIN I N GS , FAS CI AS & GABLES :
EXTERN AL M O U LD IN GS :
IF S U BFLOOR IS EN CLOS ED S U PPORTS MUS T B E PROTECTED B Y MES H MAD E OF CORROS ION RES IS TAN T S TEEL WITH A MAX APERTU RE OF 2 mm IF S U BFLOOR IS OPEN , S U B -FLOOR S U PPORTS & FLOORIN G MU S T B E MADE OF A N ON -COMB U S TIBLE MATERIAL OR BU S H FIRE-RES IS TIN G TIMB ER EXTERN AL WALLS :
ALL ROOF S H EETIN G & ACCES S ORIES S H ALL B E N ON -COMB US TIBLE. ROOFIN G TO B E FU LLY S ARKED. ALL ROOF/WALL J U N CTION S S H ALL B E S EALED TO PREVEN T OPEN IN GS GREATER TH AN 3 mm BU T TH E U S E OF FAS CIA & EAVES LIN IN GS OR B Y S EALIN G B ETWEEN TO TH E TOP OF TH E WALL & UN DERS IDE OF TH E ROOF & RETWEEN TEH RATERS AT H TE LIN E OF TH E WALL ALL ROOF VEN TS S H ALL BE FITTED WITH EMBRE GU ARD S MADE OF N ON COMB U S TIB LE, CORROS ION -RES IS TAN T S TEEL WITH MAX APERTU RE OF 2 mm. S PECIFIED TO B E: CORRU GATED S TEEL S H EET ROOF @ 3 2 ° PITCH WITH COLORB ON D FIN IS H
J OIN TS S H ALL BE S EALED WITH PLAS TIC J OIN IN G S TRIPS OR TIMBER S TORM MOU LDS FAS CIAS & B ARGEBOARD S S H ALL BE BU S H FIRE-RES IS TIN G TIMB ER OR METAL FIXED AT 4 5 0 mm CTRS ALL EAVE LIN IN GS S H ALL BE MIN . 4 .5 mm TH ICK FIB RE CEMEN T S H EET OR B U S H FIRE-RES IS TIN G TIMB ER. EAVE PEN ETRATION S S H ALL BE PROTECTED TH E S AME AS FOR ROOF PEN ETRATION S EAVE VEN TILATION OPEN IN GS GREATER TH AN 3 mm S H ALL B E FITTED WITH EMB RE GU ARDS M ADE OF N ON -COM BU S TIB LE MATERIAL WITH MAX. APERTU RE OF 2 mm EAVE LIN IN GS S PECIFIED TO B E: 6 mm J AMES H ARDIE'S H ARDIFLEX CEILIN G LIN IN G WITH PAIN TED FIN IS H FAS CIA & BARGEB OARD S PECIFIED TO BE: S TEEL WITH COLORBON D FIN IS H
U N LES S OTH ERWIS E REQU IRED COMB U S TIBLE EXTERN AL MOU LDIN G, J OIN TIN G S TRIPS , TRIMS & S EALAN TS MAY B E U S ED FOR DECORATIVE PU RPOS ES OR TO COVER J OIN TS BETWEEN S H EETIN G MATERIAL BU S H FIRE S H U TTERS :
WALLS S H ALL BE MADE OF N ON -COMB U S TIB LE M ATERIALS OR MU S T B E S ARKED ON TH E OUTS IDE FO TH E FRAME & CLAD WITH : FIRE-CEMEN T EXTERN AL CLADIN G OF MIN . 6 mm TH ICKN ES S S PECIFIED TO B E:"J AMES H ARDIE" PRIMELIN E WALL CLADDIN G (S ARKIN G B EH IN D ) TO B E IN S TALLED IN ACCORDAN CE WITH MAN U FACTU RES S PECIFICATION S
J O IN TS : ALL J OIN TS IN EXTERN AL S U RFACE M ATERIAL S H ALL BE COVERED, S EALED OR OVERLAPPED TO PREVEN T GAPS GREATER TH AN 3 mm U N LES S S ARKIN G-TYPE MATERIAL IS APPLIED TO FRAME PRIOR TO FIXED EXTERN AL CLADD IN G WI N D OWS & D OO RS : B AL 1 2 . 5 WIN DOWS & DOORS S H ALL B E S OILD CORE TIM BER S PECIES S PECIFIED IN PARAGRAPH E2 . ALL EXTERN AL H ARDWARD S H ALL B E METAL GLAZ IN G S H ALL B E TOU GH EN ED GLAS S MIN . 4 mm ALL OPEN AB LE PORTION OF WIN D OWS , ALL WIN DOWS WITH IN 4 0 0 OF GROU N D/EXTERN AL S U RFACE & ALL DOORS S H ALL BE S CREEN ED WITH MES H MADE OF CORROS ION -RES IS TAN T S TEEL WITH MAX APERTU RE OF 2 mm DOORS S H ALL B E TIGH T-FITTIN G TO TH E DOORFRAME & TO AN ABU TTIN G DOOR WEATH ER S TRIPS OR DRAU GH T S EALS S H ALL B E IN S TALLED AT TH E BAS E OF S IDE-H U N G EXTERN AL D OORS B AL 2 9 WIN DOWS & DOORS S H ALL B E S OILD CORE B U S H FIRE-RES IS TIN G TIM BER ALL EXTERN AL H ARDWARD S H ALL BE METAL GLAZ IN G S H ALL B E TOU GH EN ED GLAS S MIN . 5 mm (B AL2 9 ) ALL OPEN AB LE PORTION OF WIN DOWS , ALL WIN DOWS WITH IN 4 0 0 OF GROU N D/EXTERN AL S U RFACE & ALL DOORS S H ALL B E S CREEN ED WITH MES H MADE OF CORROS ION -RES IS TAN T S TEEL WITH MAX APERTU RE OF 2 mm DOORS S H ALL B E TIGH T-FITTIN G TO TH E D OORFRAME & TO AN AB U TTIN G DOOR WEATH ER S TRIPS OR DRAU GH T S EALS S H ALL B E IN S TALLED AT TH E B AS E OF S IDE-H U N G EXTERN AL DOORS
S KYLI GH TS / ROO FLIGH TS : ALL OVERH EAD GLAZIN G S H ALL B E GRADE A LAMIN ATED S AFETY GLAS S COMPLYIN G WITH AS 1 2 8 8 . GLAZ ED ELEMEN TS IN ROOF LIGH TS AN D S KYLIGH TS MAY BE OF POLYMER PROVIDED A GRAD E A S AFETY GLAS S DIFFU S ER, COMPLYIN G WITH AS 1 2 8 8 , IS IN S TALLED U N DER TH E GLAZIN G. WH ERE GLAZ IN G IS AN IN S U LATIN G GLAZIN G U N IT (IGU ), GRADE A TOU GH EN ED S AFETY GLAS S , MIN IMU M 4 mm, S H ALL B E U S ED IN TH E OU TER PAN E OF TH E IGU . WH ERE ROOF LIGH TS ARE IN S TALLED IN ROOFS H AVIN G A PITCH OF LES S TH AN 1 8 DEG TH E GLAZIN G S H ALL B E PROTECTED WITH EMBER GU ARD S MADE FROM CORROS ION -RES IS TAN T S TEEL MES H MAX APERTU RE OF 2 mm. MAXIMU M APERTU RE OF 2 mm
EVAP ORATI VE COO LI N G U N ITS : EVAPORATIVE COOLIN G U N ITS S H ALL BE FITTED WITH B UTTERFLY CLOS ERS AT OR N EAR TH E CEILIN G LEVEL OR TH E U N IT S H ALL B E FITTED WITH N ON COMB U S TIB LE COVERS WITH A M ES H OR PERFORATED S H EET MADE OF CORROS ION -RES IS TAN T S TEEL WITH A MAXIMU M APERTU RE OF 2 mm
BALU S TRAD ES & H AN D RAI LS : IF H AN DRAILS & BALUS TRADES ARE LES S TH AN 1 2 5 mm FROM AN Y GLAZ IN G OR COMBU S TIB LE WALL TH EY MU S T BE CON S TRUCTION OF N ON -COMB U S TIBLE MATERIRAL OF B U S H FIRE-RES IS TIN G TIMBER
GU TTERS & D OWN P IPES : ALL GU TTERS S H ALL B E METAL ALL B OX GU TTERS S H ALL B E N ON -COMBU S TIB LE & FLAS H ED AT TH E J U N CTION OF TH E ROOF WITH N ON -COMB U S TIBLE MATERIALS N ON -COMB U S TIBLE GU TTER, VALLEY & B OX GU TTER LEAF GU ARDS S H ALL BE IN S TALLED TO ALL GU TTERS . S PECIFIED TO B E: S TEEL WITH COLORB ON D FIN IS H TIM BER D ECKS :
DECKIN G S H ALL B E S PACED WITH A MAX. GAP 3 mm B ETWEEN TH E TIMBER DECKIN G. DECKIN G S H ALL B E MADE OF B U S H FIRE-RES ITIN G TIMB ER S PECIFIED TO B E: KWILA (MERBAU ) OR S IMILAR APPROVED WATER & GAS S U P P LY P IP ES :
ABOVE GROU N D EXPOS ED WATER & GAS S U PPLY PIPES S H ALL B E METAL VEN TS , WEEP H O LES & GAPS : ALL VEN TS , WEEPH OLES & GAPS S H ALL BE S CREEN ED WITH MES H MADE FROM CORROS ION RES IS TAN T S TEEL WITH A MAXIMU M APERTU RE OF LES S TH AN 2 mm GAPS B ETWEEN D OORS & DOOR J AMB S S H ALL B E N O MORE TH AN 3 mm OR PROTECTED BY DRAU GH T EXCLU DERS WEEPH OLES FROM FRAMES OF WIN DOWS & GLAZED DOORS ARE EXCEPT FROM TH IS & MAY EXCEED 3 mm AS TH EY DO N OT PROVIDE A DIRECT PAS S AGE TO TH E IN TERIOR OF TH E BU ILDIN G OR CAVITY
G
SL
0
RT-0 1
N
0
A
W 42
H
W 45
B US H FIRE S H UTTERS S H ALL COMPLY WITH CLAU S E 3 . 7 OF AS 3 9 5 9 -2 0 0 9 . TH EY S H ALL B E FIXED TO TH E B UILDIN G & N ON -REMOVABLE WH EN IN CLOS ED POS S ITION H AVE N O GAP GREATER TH AN 3 MM BETWEEN TH E S H U TTER & TH E WALL, TH E S ILL OR TH E H EAD B E READILY MAN U ALLY OPERAB LE FROM EITH ER IN S IDE OR OU TS IDE PROTECT TH E EN TIRE WIN DOW AS S EMBLY OR DOOR AS S EMBLY B E MADE OF MATERIALS RELEVAN T TO TH E BAL. N ON -COMB U S TIB LE MATERIALS OR BU S H FIRE-RES IS TIN G TIMBERS WH ERE PERFORATED TH E S H U TTERS MU S T H AVE U N IFORM PERFORATION S WITH A MAX. APERTU RE OF 2 mm WH EN TH E S H U TTER IS CLOS ED & N O GREATER AREA TH AN 2 0 % OF TH E S H U TTER IF B U S H FIRE S H U TTERS ARE FIXED TO ALL EXTERN AL DOORS AT LEAS T 1 S H U TTER MU S T B E OPERABLE FROM IN S IDE
BU S H FIRE RES IS TIN G TIM BERS : B AL 2 9 S ILVERTOP AS H , BLACKB U TT, RIVER RED GU M, S POTTED GU M, RED IRON BARK, KWILA (MERBAU ), OR TU RPEN TIN E
TIM BER S PECI ES (PARAGRAP H E2 ): ALPIN E AS H , CROW'S AS H , MOU N TAIN AS H , S ILVERTOP AS H , B ALAU , B AN GKIRAI, MYRTLE B EECH , B ELIAN , B LACKBU TT, N EW EN GLAN D B LACKB U TT, B LACKWOOD, B RU S H B OX, GREY B OX, GREY COAS T B OX, WH ITETOPPED B OX, YELLOW B OX, BROWN BARREL, CAN DLEB ARK, WH ITE CYPRES S , B LU E S OU TH ERN GU M, B LU E S YDN EY GU M, GREY GU M, GREY MOU N TRAIN GU M, MAIDEN 'S GU M, MAN N A GUM, MOU N TAIN GU M, RED FORES T GU M, RED RIVER GU M, ROS E GU M, S H IN N IN G GU M, S POTTED GU M, S U GAR GU M, J OH N S TON E RIVER H ARDWOOD, GREY IRON B ARK, RED IRON B ARK, J ARRAH , KAPU R, KARRI, KEMPAS , KERU IN G, KWILA (MERBAU ), PH ILIPPIN E RED DARK MAH OGAN Y, RED MAH OGAN Y, S OU TH ERN MAH OGAN Y, WH ITE MAH OGAN Y, MES S MATE, GYMPIE MES S MATE, N ORTH ERN B OX (PELAWAN ), AMERICAN OAK, N ARROW-LEAVED PEPPERMIN T, CELERY-TOP PIN E, S LAS H PIN E, RAMIN , N EW GU IN EA ROS EWOOD, S ATIN AY, BLACKDOWN S TRIN GBARK, B LU E-LEAVED S TRIN GYBARK, B ROWN S TRIN GYB ARK, S ILVERTOP S TRIN GYBARK, WH ITE S TRIN GYBARK, YELLOW S TRIN GYB ARK, TALLOWWOOD, TAUN , TU RPEN TIN E, N EW GU IN EA VITEX, WOOLYB U TT.
1
1
0
RT-0 1
R
4
0
5
RT-0 1
0°
0 0.
0
6
6
5
8
EG
VE
1
5
0°
6
0
W 50
O
3 5 8 ° 1 0 ' 2 0 " 1 0 8 .5 0 m
4
.0
3
1
0
.0
VE
S LT RT-0 1
0 R
RT-0 1
FIREPLACE
40
O
0
° 00
40
6
2
. 40
0
6
N GL 0
EG EG
W 35
DP
DP
DP
WT-0 2
EG DP
EG
EG
DP
W 38 EG
WT-0 1
D 1 W 28
150 350
FL 500 GL 150
WT-0 2
W 40
DP
200 3000
CL 3500
EG
W 39
CEIL IN G H EIGH T
AFL 3700
RT-0 1
40 .0
0° 40 .0 2200
EG
BOUN DARY
RT-0 1
0°
.0 0°
40.00°
40.00°
40.00°
0° 40 .0
40
0° .0 0 4
0° .0
RT-0 1
ACL 5900
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
f ir epl ac e
40
BOUN DARY
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
W 29
D 9
W 31
W 32
W 33
W 41
W 34
WT-0 1
WT-0 1
W1
W3
W2
W4
W5 WT-0 2
WT-0 1
WT-0 2
W6 WT-0 1
PRECAS T CON CRETE CON CRETE S ILL
S OU TH ELEVATION S C A L E: 1 : 1 0 0
40 .0 W 45
EG
WT-0 2 WT-0 1
C
DP
W 16
W 15
W 17
W 18
D 2
W 19
D 6
W 20
D 3
WT-0 1
W 23
D 4
W 24
W 25
150
D 7
D 8
PRECAS T CON CRETE CON CRETE S ILL
OU TDOOR B B Q
N ORTH ELEVATION S C A L E: 1 : 1 0 0 CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
FIREPLACE
8° .6
40.00°
30
0° 40 .0
0° 40 .0 2200
WT-0 1
W6
WT-0 2 W8
W7
DP
W 10
W 11 W 12
W 13
?
EAS T ELEVATION
RAIN WATER TAN KS P LU M BED TO TO ILETS
NO
RAIN WATER TAN KS P LU M BED TO LAU N D RY
NO
RO O F CO LO U R
MEDIUM
S C A L E: 1 : 1 0 0
H O T WATER S YS TEM
S OLAR WITH GAS BACK U P
H E ATIN G S YS TEM
REVERSE CYCLE , MIX OF DUCTED AN D S PLIT S YS TEMS
CO O LIN G S YS TEM
REVERSE CYCLE , MIX OF DUCTED AN D S PLIT S YS TEMS
WIN DO W S U P P LIER
DOWELL
D O O R S U P P LIE R
TBC
RO O F WI N D O W S U P P LIE R
VELUX
FRAM E TYP E
ALUMIN IU M
S P ECI AL GLAZ IN G TYP E REQ U IRED
DOUBLE GLAZED
FLO O R CO N S TRU CTIO N
WAFFLE POD
WALL CO N S TRU CTIO N 1
BRICK VEN EER
WALL CO N S TRU CTIO N 2
BRICK VENEER WITH S TON E CLADDIN G
WALL CO N S TRU CTIO N 3
?
CORRU GATED S TEEL S H EET ROOF @ 4 0 PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
FIREPLACE
0° 40 .0
0° 40 .0
RT-0 1
2200
SL
RT-0 1
EG WT-0 1
W 25
W 26
W 38
WT-0 1
DP
C
DP
W 24
150
W 16
W 27
D 7
EG WT-0 1
D 8
W 28
W 29 PRECAS T CON CRETE CON CRETE S ILL
WES T ELEVATION S C A L E: 1 : 1 0 0
H OT WATER S YS TEM O PTIO N S : S O LAR GAS B OO S TED S O LAR EL ECTRIC BO OS TED GAS INS TAN T GAS S TO RAGE WOO D CO MBU S TIO N EL ECTRIC IN S TANT EL ECTRIC H EAT PU MP EL ECTRIC S TORAGE
W 43
EG CEIL IN G H EIGH T
200
SL
W 44
WT-0 2
WALL CO N S TRU CTIO N 4
0° .0
RT-0 1
o
40
3000
en er gy r a t in g ch eckl is t TBC
0° .0
350
WT-0 1
W 14
RAIN WATER TAN KS S IZE
40
FL 500 GL 150 N GL 0
W9
S O LAR P AN ELS
ACL 5900
CL 3500
SL S LT WT-0 1 WT-0 2
COL UMN TO EN GINEER'S DES IGN & DETAIL DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COL ORBON D FIN IS H S KYLIGH T WITH DAYLIGH T CON TROL AS S EL ECTED S OL ARTUBE WITH DAYL IGHT CON TROL AS SEL ECTED WAL L TYPE 1 . BRICK VENEER WAL L TYPE 2 . S TON E CL ADDIN G
WT-0 1
PRECAS T CON CRETE CON CRETE S ILL
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
AFL 3700
EG
DP
200
CEIL IN G H EIGH T
3000
WT-0 1
EG
350
FL 500 GL 150 N GL 0
RT-0 1
EG
C DP EG RT-0 1
RT-0 1
150
CL 3500
40
AFL 3700
KEYN OTE LEGEND
0° .0
ACL 5900
BOUN DARY
W 37
W 22
W 14
W 43
EG
WT-0 1
WT-0 2
DP
CEIL IN G H EIGH T
3000
WT-0 1
350
FL 500 GL 150 N GL 0
EG
SL
DP
0° .0
W 36
RT-0 1
C
2400
40
RT-0 1 EG
CL 3500
0°
40.00°
RT-0 1
W 42
AFL 3700
SL
C
0° .0
S LT
SL
0° .0
40
S LT
ACL 5900
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
FIREPLACE
40
BOUN DARY
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
? H EATING S YS TEM O PTION S : AS DU CTED GAS DU CTED WITH IN TEGRATED COO LIN G GAS H EATER WOO D H EATER H YDRON IC UN DERFL OO R H EATIN G EL ECTRICAL UN DERFL OO R H EATING REVERS E CYCL E AIRCO N DITION IN G – S PLIT S YS TEM REVERS E CYCL E AIRCO N DITION IN G – DU CTED
CO OL IN G S YS TEM OPTION S : EVAPO RATIVE DU CTED IN TEGRATED REFRIDGERATED COO L IN G S YS TEM (GAS DU CTED H EATIN G) REVERS E CYCLE AIRCO NDITIO N IN G – S PL IT S YS TEMS REVERS E CYCLE AIRCO NDITIO N IN G – DUCTED
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT BATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G D ETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
FIREPLACE
40 .0
0° .0
0° .0
40.00°
RT-0 1
W 43 SL
2200
ACL 5900
DP
CEIL IN G H EIGH T
3000
GL 150
D 7
D 9 D B
S TORE 2
150 350
FL 500
EG
EG
DP
CL 3500
EG
200
AFL 3700
40
0°
40
RT-0 1
GARAGE
W 26
N GL 0
W 32
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
CON CRETE FIN IS H ED R2 .0 B U LK WALL IN S U LATION IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
W 33
PRECAS T CON CRETE CON CRETE S ILL
S ECTION AA S C A L E: 1 : 5 0
R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
0° .0 0 4
RT-0 1
KEYN OTE LEGEND 40
.0 0°
40.00°
40 .0
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G D ETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
FIREPLACE
0°
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
RT-0 1
W 45
40 0° .0
RT-0 1
ACL 5900
6 0 0 UP 4100
WT-0 2
WT-0 2
WT-0 2
D 6
D O
KITCH EN
PAN TRY
CL 3500
DP
EG
WT-0 2
3000
DIN IN G
CEIL IN G H EIGH T
D 5
2700
C
DP
EG
EG
W5
CEIL IN G H EIGH T
ATTIC
EG
2400
EG
40.00°
40.00°
SL
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS TIMBER FLOATIN G FLOOR OVER CON CRETE S LAB
S ECTION BB S C A L E: 1 : 5 0
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT B ATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT R2 .5 B U LK WALL IN S U LATION IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
150
350
FL 500 GL 150 N GL 0
C DP EG RT-0 1 SL WT-0 2
COL UMN TO EN GINEER'S DES IGN & DETAIL DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H S KYLIGH T WITH DAYLIGH T CON TROL AS S EL ECTED WAL L TYPE 2 . S TON E CL ADDIN G
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G DETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
40 0° .0
RT-0 1
40
W 42
0° .0
RT-0 1
ACL 5900
2200
SL
ATTIC WT-0 2
AFL 3700 CL 3500
KITCH EN D 9
WT-0 2
D C
S TAIRWAY
3000
C
200
WT-0 2
W 23
LIVIN G ROOM 2
FL 500 1 5 03 5 0
DIN IN G
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
S TON E OVER CON CRETE S LAB
TIMB ER FLOATIN G FLOOR OVER CON CRETE S LAB
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
OU TDOOR B B Q
GL 150 N GL 0
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT BATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
S ECTION CC S C A L E: 1 : 5 0
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G DETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
FIREPLACE
KEYN OTE LEGEND 40
40
40.00°
0° .0
C EG RT-0 1 SL TH E WT-0 2
RT-0 1
RT-0 1
0° .0 KIN G POS T TRUS S
ACL 5900
2200
W 37
AFL 3700
W 39 EG
EG
200
W 35 WT-0 2 WT-0 2
CL 3500
EN TRY
D 1
D 9
3000
WT-0 2
ALFRES CO DIN IN G
D 5
D 4
FIREPL ACE
FL 500
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
R2 .5 B U LK WALL IN S U LATION IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
S ECTION DD S C A L E: 1 : 5 0
S TON E OVER CON CRETE S LAB
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORDAN CE WITH EN ERGY RATER'S REPORT
OU TDOOR B B Q
150
350
TH E
GL 150 N GL 0
COL UMN TO EN GINEER'S DES IGN & DETAIL EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H S KYLIGH T WITH DAYLIGH T CON TROL AS S EL ECTED TIL ED H EARTH AS PER S ELECTION SCH EDUL E WAL L TYPE 2 . S TON E CL ADDIN G
40 0° .0 0 4
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT BATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
.0 0° RT-0 1
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
S LT
W 51
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G DETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT BATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
ACL 5900
WEEP H OLES EVERY 4 TH PERPEN D, CON T. DPC AN D CAVITY FLAS H IN G IN ACCORDAN CE WITH TH E B CA
40
0° .0 0 4
ACL 5900
.0 0°
WEEP H OLES EVERY 4 TH PERPEN D, CON T. DPC AN D CAVITY FLAS H IN G IN ACCORDAN CE WITH TH E B CA RT-0 1
RT-0 1
40.00°
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G DETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER
EG
DP
EG
EG
PRECAS T CON CRETE CON CRETE S ILL
D 0
FL 500
D B
BEDROOM 1
3000
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
CEIL IN G H EIGH T
2700
WT-0 1
BEDROOM 3
WT-0 2
EG
TIMBER FLOATIN G FLOOR OVER CON CRETE S LAB
CARPET FIN IS H
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
CARPET FIN IS H
COLORB ON D ROOF
COMMON RAFTER
KIN G POS T
PRIN CIPLE RAFTER
S TRU T
EAVE B OARD
PLATE
TIE B EAM
EAVE GU TTER
PRECAS T CON CRETE CON CRETE S ILL WT-0 2
WT-0 2
FFL 500
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
CARPET FIN IS H
N GL 0
CLEAT
W4
GL 150 CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
PU RLIN
B RICK FILL D B
RIDGE B OARD
CL 3500
DP
BEDROOM 6
CEIL IN G H EIGH T
3000
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
CEIL IN G H EIGH T
WT-0 1
PAS S AGE
B ULKH EAD
CL 3500
PU RLIN
AFL 3700
AFL 3700
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
N GL 0
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
S ECTION EE
S ECTION FF
KIN G POS T DETAIL
S C A L E: 1 : 5 0
S C A L E: 1 : 5 0
S C A L E: 1 : 5 0
CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
TIMBER TRU S S ES AT 9 OO CTRS TO B E CERTIFIED B Y MAN U FACTU RE. GIRDER TRU S S LOCATION S , TIE - DOWN & BRACIN G DETAILS TO B E PROVIDED B Y TRU S S MAN U FACTU RER RT-0 1
R5 .0 B U LK CEILIN G IN S U LATION AS PER EN ERGY RATER'S REPORT
40
RT-0 1
40
0° .0
.0 0°
KEYN OTE LEGEND CORRU GATED S TEEL S H EET ROOF @ 4 0 o PITCH WITH COLORB ON D FIN IS H FIXED TO S U ITAB LE TOP H AT BATTEN S @ 4 5 0 MAX CTRS WITH R1 . 3 AN TICON IN S ULATION B LAN KET TO COLORBON D ROOF - MEDIU M S OLAR ABS ORPTAN CE.
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
1 0 mm PLAS TERBOARD CEILIN G LIN IN G FIXED TO S U ITAB LE TOP H AT BATTEN S @4 5 0 MAX CTRS WITH PAIN ED FIN IS H AS S PECIFIED
ALUMIN U M FRAME TO PERGOLA REFER TO EN GIN EER DES IGN FOR WALL CON S TRU CTION DETAIL
RT-0 1
ACL 5900 4
RT-0 1
° 00 0.
40
W 37
ACL 5900
.0 0°
W 36
WT-0 1 EG
EG
EG
ALFRESCO DIN IN G
CL 3500
C
EG
AFL 3700
AFL 3700 CL 3500 R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
LIVIN G ROOM 1 WT-0 1
W 25
D 5 W 24
WT-0 2
CARPET FIN IS H
D 3
W 21
W 23
PRECAS T CON CRETE CON CRETE S ILL
R2 .5 B U LK WALL IN S U LATION AN D S ARKIN G IN ACCORD AN CE WITH EN ERGY RATER'S REPORT
D 4
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
PRECAS T CON CRETE CON CRETE S ILL PRECAS T CON CRETE CON CRETE S ILL
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
FL 500
FL 500
GL 150
GL 150 N GL 0
N GL 0
CON CRETE S LAB & FOOTIN GS S H OWN IN DICATIVELY ON LY REFER TO EN GIN EER'S DES IGN & DETAIL
S TON E OVER CON CRETE S LAB
S ECTION GG
S ECTION H H
S C A L E: 1 : 5 0
S C A L E: 1 : 5 0
WAFFLE PODS S LAB AS PER EN GIN EERS DES IGN U S IN G 2 7 5 mm VOIDS
C DP EG RT-0 1 S LT WT-0 1 WT-0 2
COL UMN TO EN GINEER'S DES IGN & DETAIL DOWNPIPE WITH COL ORBON D FINIS H EAVE GUTTER ROOFIN G TYPE 1 . CORRUGATED ROOF WITH COLORBOND FIN IS H S OL ARTUBE WITH DAYL IGHT CON TROL AS SEL ECTED WAL L TYPE 1 . BRICK VENEER WAL L TYPE 2 . S TON E CL ADDIN G
ELECTRICAL LEGEN D DOWN LIGH TS S AL ECOGEM S 9 0 4 1 IP 4 4 DIMMABL E LED D OWN LIGH T KIT 1 0 w COMPL ETE WITH CON S TAN T CURREN T D RIVER, L AMP, L AMP H OLD ERS & TRAN S FORMER EN ERGY EFFICIEN T COMPACT FLU ORES CEN T D OWN LIGH T 1 1 w/1 3 w COMPL ETE WITH L AMP H OLD ER BATH ROOM D OWN LIGH T S AL ECOGEM S 9 0 4 1 IP 4 4 D IMMABL E LED DOWN LIGH T KIT 1 0 w COMPL ETE WITH LOW VOLTAGE TRAN S FORMER, S IL ICON L AMP L EAD , FLEX & PLU G & L AMP PL D OWN LIGH T 1 x 1 8 w/ 1 x 2 6 w COMPL ETE WITH POLYCARBON ATE VEN TIL ATED H OUS IN G, TILTABLE L AMP H OLD ERS , FL EX & PL UG, L MAP & GL AS S COVER (S U ITABL E FOR COMMERCIAL : BOARD ROOMS , H OS PITALS & AGED CARE) EN ERGY EFFECIEN T CABIN ET L IGH T 7 w COMPL ETE WITH L AMP, LAMP H OL DERS & MAIN S L EAD FOR H ARD WIRIN G OR LOW WATTAGE CABIN ET LIGH T 1 . 1 w COMPL ETE WITH REMOTE L ED D RIVER, 2 m CABLE FOR CON N ECTION TO DRIVER & L AMPS IN TERIOR U S E ON L Y D IRECTION AL DOWN LIGH TS 0 .4 w COMPLETE WITH LAMPS , 1 m CABL E FOR CON S TAN T VOL TAGE L ED D RIVERS & MOU LD IN GS . IN TERIOR & EXTERIOR U S E
GPO'S S IN GL E G.P.O. MOU N TED 3 0 0 mm ABOVE FL OOR L EVEL GEN ERALL Y OR @ H EIGH T AS N OTED . ALL S WITCH ES AB OVE BEN CH ES TO BE @1 1 0 0 D OUBL E G.P.O. MOU N TED 3 0 0 mm ABOVE FLOOR L EVEL GEN ERALL Y OR @ H EIGH T AS N OTED . ALL S WITCH ES AB OVE BEN CH ES TO BE @1 1 0 0 S IN GL E WATER PROOF DOU BLE G.P.O. MOUN TED 3 0 0 mm ABOVE FLOOR LEVEL GEN ERAL LY OR @ H EIGH T AS N OTED . D OUBL E WATER PROOF DOU BLE G.P.O. MOUN TED 3 0 0 mm ABOVE FLOOR LEVEL GEN ERAL LY OR @ H EIGH T AS N OTED . EVOLIN E PORT RETRACTAB LE POWERPOIN T IN S TALL ED IN ISL AN D BEN CH / S US PEN D ED POWERPOIN T
S WITCH ES S WITCH MOUN TED AT 1 0 0 0 mm ABOVE FLOOR LEVEL 2
2 WAY S WITCH MOU N TED AT 1 0 0 0 mm ABOVE FL OOR L EVEL
3
3 WAY S WITCH MOU N TED AT 1 0 0 0 mm ABOVE FL OOR L EVEL
D
D IMMABL E S WITCH MOUN TED AT 1 0 0 0 mm ABOVE FLOOR LEVEL
N OTE: COVERS OVER D OWN LIGH TS OR U S E D OWN LIGH TS TH AT CAN H AVE IN S ULATION RU N OVER TH EM
WATERPROOF S WITCH MOUN TED AT 1 0 0 0 mm ABOVE FLOOR LEVEL
EXH AUS TS
OTH ER LIGH TS
H EATER / LIGH T / EXH AU ST FAN FITTIN G. CEIL IN G MOUN TED. 4 x 2 7 5 w. WIRE TO S EPERATE S WITCH ES FOR RES PECTIVE OPERATION . FAN TO B E DU CTED TO OUTS ID E AIR WITH S EL F CLOSIN G S EAL IN ACCORD AN CE WITH EN ERGY RATIN G REQUIREMEN TS
CEILIN G MOUN TED OYS TER LIGH T FITTIN G LED UPL IGH TS RECES S ED IN TO TIMBER FLOOR OR PAVIN G WATERPROOF BOLL ARD GARDEN L IGH T AS S ELECTED EN ERGY EFFICIEN T L OW BAY METAL H ALIDE 1 5 0 w/2 5 0 w/4 0 0 w COMPL ETE WITH EL LIPTICAL COATED LAMPS , PORCELAIN LAMP H OL DERS & WIRE & GLAS S S EALED FRON T (S U ITABL E FOR CEILIN G H EIGH TS OF 3 TO 5 METERS) H IGH BAY METAL H ALIDE 2 5 0 w/4 0 0 w COMPL ETE WITH REFLECTOR, FL EX & PL UG, PERCELAIN LAMP H OLD ER, EL LIPTICAL COATED LAMP & S U S PEN S ION H OOK S TAIR/WALL LOW L EVEL LIGH T 1 .6 w IN TERIOR U S E ON LY BU N KER EXTERIOR LIGH T COMPLETE WITH CERAMIC LAMP H OL DERS & FROS TED GLAS S LEN S IN TERIOR WAL L MOU N TED LIGH TIN G 1 x 2 0 w / 2 x 20w COMPL ETE WITH L AMPS , S PRIN G LOADED LAMP H OL DERS & REMOTE TRAN S FORMER EXTERIOR WAL L MOUN TED LIGH TIN G 1 x 2 0 w / 2 x 20w COMPL ETE WITH L AMPS , S PRIN G LOADED LAMP H OL DERS & REMOTE TRAN S FORMER EXAMIN ATION L AMP TRAPEZE CEILIN G MOU N TED LIGH T AS S ELECTED
CEILIN G MOU N TED EXH AU S T FAN WITH L IGH T. DU CT TO OU TS IDE AIR WITH SEL F CLOS IN G S EAL IN ACCORD AN CE WITH EN ERGY RATIN G REQUIREMEN TS RAN GEH OOD TO BE H ARD WIRED & EXH AU S T D UCTED TO OU TS IDE AIR. DU CT TO BE S ELF CL OS IN G WH EN N OT IN U SE
FAN S CEILIN G FAN WITH 3 S PEED VARIABL E S WITCH CEILIN G L IGH T 2 2 w & FAN WITH 3 S PEED VARIABLE S WITCH
OTH ER CON N ECTION S TEL EVIS ION POIN T MOU N TED AT 1 1 0 0 mm OR H EIGH T ABOVE FLOOR LEVEL AS N OTED. TEL EPH ON E POIN T MOU N TED AT 1 1 0 0 mm OR H EIGH T ABOVE FLOOR LEVEL AS N OTED COMPU TER N ETWORK DATA POIN T MOUN TED AT 3 0 0 mm OR H EIGH T ABOVE FL OOR L EVEL AS N OTED. REFER TO PLAN S FOR H U B LOCATION IN TERCOM MOUN TED AT 1 1 0 0 mm OR H EIGH T ABOVE FL OOR L EVEL AS N OTED TOWEL RAIL TH ERMOS TAT FOR H EATIN G S YS TEM MOVEMEN T S EN S OR D OOR BEL L
FL OODLIGH TS EN ERGY EFFICIEN T METAL H ALIDE FLOOD LIGH TS 7 0 w/1 5 0 w/2 5 0 w/4 0 0 w COMPL ETE WITH L AMPS , LAMP H OLD ERS , TOUGH EN ED FRON T GL AS S OR TU N GS TEN H AL OGEN FLOODL IGH TS 5 0 w/5 0 0 w COMPLETE WITH LAMPS , L AMP H OLDERS , TOUGH EN ED FRON T GLAS S EN ERGY EFFICIEN T METAL H ALIDE FL OODL IGH TS 7 0 w/1 5 0 w/2 5 0 w/4 0 0 w COMPL ETE WITH L AMPS , LAMP H OL DERS , TOU GH EN ED FRON T GL AS S OR TUN GS TEN H AL OGEN FL OOD LIGH TS 5 0 w/5 0 0 w COMPL ETE WITH L AMPS , LAMP H OLD ERS , TOUGH EN ED FRON T GLAS S
EL ECTRICAL BOX MB
SB
WITH MOVEMEN T S EN S OR
FL UORES CEN TS EN ERGY EFFICIEN T FLU ORES CEN T BATTEN S 1 x 3 6 w 1 2 0 0 mm COMPL ETE WITH L AMPS, LAMP H OL DERS , DIFFUS ERS & STARTERS EN ERGY EFFICIEN T FLU ORES CEN T T-BARS 2 x 3 6 w 1 2 0 0 mm COMPL ETE WITH L AMPS, LAMP H OL DERS , DIFFUS ERS & STARTERS EN ERGY EFFICIEN T FLU ORES CEN T BATTEN 1 x 1 8 w 6 0 0 mm COMPL ETE WITH L AMPS, LAMP H OL DERS , DIFFUS ERS & STARTERS EN ERGY EFFICIEN T FLU ORES CEN T BATTEN 1 x 1 8 w 6 0 0 mm COMPL ETE WITH L AMPS, LAMP H OL DERS , DIFFUS ERS & STARTERS EN ERGY EFFICIEN T CIRCUL AR FL UORES CEN T 2 2 w/3 2 w/4 0 w COMPL ETE WITH L AMPS , LAMP H OL DERS , D IFFUS ERS EXTERIOR CIRCU LAR FLU ORES CEN T 2 8 w COMPLETE WITH L AMPS , L AMP H OLD ERS, DIFFU S ERS
PEN DAN TS PEN DAN T FEATURE L IGH T AS S ELECTED S MALL CH AN D ELIER PEN DAN T FEATURE L IGH T AS S ELECTED MED IUM CH AN D ELIER PEN DAN T FEATURE L IGH T AS S ELECTED LARGE CH AN DEL IER PEN DAN T FEATURE L IGH T AS S ELECTED EXTRA LARGE CH AN D EL IER
H EATIN G & COOL IN G MU LTI H EAD S PL IT S YS TEM AIR CON DITION ER WALL MOU N TED H EAD U N IT (DRAIN ED TO OUTS ID E) -UN IT LOCATION DETERMIN ED ON S ITE. EXTERN AL UN ITS MUS T BE S CREEN ED FROM VIEW BY TIMBER S LATES AIR CON D ITION ER CON D EN S OR FOR S PLIT S YS TEM (D IRECT WIRED ) -U N IT LOCATION DETERMIN ED ON S ITE N OTE: ALL H EATIN G & COOLIN G L AYOUT BY EL ECTRICAL CON TRACTOR S PLIT S YS TEM ARE TO BE IN STALL ED IN AL L BEDROOMS AN D LIVIN G AREAS AT TH E DIRECTION OF TH E PROPRIETOR IN ACCORD AN CE WITH MAN U FACTURER'S REQU IREMEN TS -UN ITS TO BE CON N ECTED TO POWER AS REQU IRED
2
ELECTRICAL METERBOX IN POWDER COATED S TEEL CABIN ET RECES S ED IN TO WALL. ELECTRICAL S WITCH BOARD IN S U ITABL E CABIN ET RECES S ED IN TO WAL L
H WS H WS
H WS
BOS CH CON DEN S IN G (RES IDEN TIAL 2 6 0 ec o + / COMMERCIAL 3 2 C) GAS H OT WATER S YS TEM WITH ELECTRON IC IGN ITION , WEATH ERPROOF POWER POIN T REQUIRED S WITCH EN 5 0 0 mm OF TH E UN IT
ELEC H OT WATER S ERVICE (DIRECT WIRED ) PROVID E TH ERMOS TATIC MIXIN G VAL VES ECT. AS REQUIRED. OR S OL AR H OT WATER S ERVICE WITH GAS BACKUP - PROVID E TH ERMOS TATIC MIXIN G VALVES ECT. AS REQU IRED. S MOKE ALARM TO BE H ARD WIRED WITH BATTERY BACKUP IN ACCORD AN CE WITH BCA PART 3 .7 .2 S MOKE ALARMS
AUDIO ALL S PEAKER S YS TEMS L AYOUT AT TH E DIRECTION OF TH E PROPRIETOR IN CON S UL TATION WITH TH E ELECTRICAL & AUD IO VIS UAL CON TRACTOR N OTE: ALL AD DITION AL D ATA & CABLIN G, S PEAKERS & S TEREO S YS TEMS ARE AT TH E DIRECTION OF TH E RELEVAN T CON S UL TAN TS
ELECTRICAL PLAN S C A L E: 1 : 1 0 0
2
8705
600 810 90
180 700
1610
800
90
A
665
900
1200
3600
90
600
900
8705
550
85
900
600
900
900
900
150
900
600
300
1275
600
900
7285
KITCH EN A ELEVATION
85 150
OV
FFL FL 500
5510
KITCH EN C ELEVATION
KITCH EN PLAN
B
S C A L E: 1 : 5 0
OVERH EAD WITH FIN IS H AS PER S ELECTION SCH EDUL E OVEN AS SEL ECTED. GAS OR ELECTRIC TO BE CON FIRMED REFRIGERATOR AS PER S EL ECTION S CH EDUL E S PL AS H BACK AS PER S EL ECTION SCH EDUL E S IN K AS PER S EL ECTION SCH EDUL E WEBBER BBQ S PACE
S NK
900
S NK
DW
3000
700 700
3000
1530
OV
BK.
D C
CL 3500
400 300
CL 3500
900
ADJ US TABL E S HEL VIN G BUL KH EAD WITH CL ADDING TO MATCH EXIS TIN G CUPBOARDS. CUPBOARD DOORS AS PER S EL ECTION S CH EDUL E COOK TOP AS SEL ECTED DRAWER FIN ISH AS PER S EL ECTION DIS HWAS HER AS PER S EL ECTION S CHEDULES B
BK.
150
AS BK. CB CT D DW O/H OH OV REF S BK S NK WB
3000
KEYN OTE LEGEND
526 174 700
400 300
int er nal el evat io n or ient at io n
300 270
C
750
D
755
1630
OV
D
FFL FL 500 920
S BK
RAN GEH OOD
DW
90
90
OV
AS 700
3000
3000
250 700
CT OV
3380
844
BUL KH EAD
BK.
AS
S NK
657
1400
KITCH EN
1800
1000
920
DW
TIMBER FLOORIN G
90
3540
S NK
CL 3500
2700
CL 3500
300
1900
725
545
300
2430
1950
1610
150
920
300
1300
DW
FFL FL 500 700
250
90 1160
1000
FFL FL 500 600
160
856
2433
311
600
4800
3360
KITCH EN D ELEVATION
IS LAN D C ELEVATION
8100
S BK
D 0
90
1000
325
850
900
850
A D
D
110 240
110
240
CB
900
850
325
1890
577
120
900
1000
1000
1000
2400
2216
900
850
900
PAN TRY A ELEVATION
S C A L E: 1 : 5 0
PAN TRY C ELEVATION
4100
300
2150
840 3000
3000
30 1830
520
3000
440
REF
WB WB
FL 500
FL 500
90 90
2670
830
600
90
780
80
2320 60
90
4100
1160
1160
80
780
90
3180 2320
A D
850
90
S BK
430 390
1650
OH
820
920
CL 3500
CL 3500
900
600 132
760
90 670
REF 180
750 100
760
840
300
int er nal el evat io n or ient at io n
S NK
780 3330
B C
int er nal el evat io n or ient at io n
BAR PLAN S C A L E: 1 : 5 0
BAR ELEVATION
850 7892
7777
PAN TRY PLAN
C
W 32
FFL FL 500
8100
B
W 33
900
D 0
BBQ PLAN
CL 3500
BBQ ELEVATION
900
850
1326
3000
2520
1400
PAN TRY
TIMBER FLOORIN G
W 34
1800
674
O/H
S NK
o ver h ead c u pbo ar d
CL 3500
600
180 350 350
220 350 640 60
M0
831
2630
120
600
115
300 300
900
3000
4730
300
90 580
526
900
180
90 575
FFL FL 500
5330 1480
764
1480 D| 3
D 4
D 3
555 255
W| 2 1
10985
5000
D 5
910
3000
910
300
180
695
1445
955
1850
5740
750
1500
750
910
200 300
CL 3500
D 5
D O
S NK 805
2700
2045
945 900
555
2400
945
WF
150
900 W| 4 2
900
1445 395
WF
AFL 3700
FFL FL 500
t il ed h ear t h s t ep
180 395
1445
845 340
D| 0
230
900
230
340
1450
950
FIREPL ACE
2980
280
D| 5 10985
180 160
1450
DW
WT-0 2
5000
180 600
900
OC-0 1
600
W 42
650
S BK
910
S NK
910
OC-0 1
CL 3500
FFL FL 500
OVERH EAD CUPBOARDS GAS L IFT WITH FIN IS H AS PER S EL ECTION S CH EDUL E
180
AFL 3700
600 200
11435
3434
923
490
t il ed h ear t h s t ep
555
900
180
490
1500
11435
S TON E
1625
ALFRES CO DIN IN G
1025
240
2485
2200
ACL 5900
2200
2481
ACL 5900
5400
D| 5
2980
W 21
1810
255 295
D| 4
295 255
255 541
910
ALFRES CO DIN IN G C ELEVATION
ALFRES CO DIN IN G D ELEVATION
180
5180
A D
B
ALFRES CO DIN IN G PLAN 6954
S C A L E: 1 : 5 0
C int er nal el evat io n or ient at io n
1561
1408
1820
1541
2032
614 180 614
KEYN OTE LEGEND DW OC-0 1 S BK S NK WF WT-0 2
ACL 5900
A D
2200
2400
570
900
570
843
1445
1175
D| 0 6954
1400
B C
int er nal el evat io n or ient at io n
LIVIN G ROOM 2 PLAN S C A L E: 1 : 5 0
5400
300 300 200 2400
FFL FL 500
t il ed h ear t h s t ep 1450
110 140 300 580 270
CL 3500
2260
5400 5325
845
D O
150 590
490 900 80490
AFL 3700
995
1445
110 845 1445 995
6775
460
460
80
TIL ED H EARTH S TEP
900
110
1450
W 22
LIVIN G ROOM 2 B ELEVATION
DIS HWAS HER AS PER S EL ECTION S CHEDULES B S PL AS H BACK AS PER S EL ECTION SCH EDUL E S IN K AS PER S EL ECTION SCH EDUL E WIN E FRIDGE AS PER S EL ECTION SCH EDUL E WAL L TYPE 2 . S TON E CL ADDIN G
1900
178
90 200
860
755
90
D| C 850
560 90
5420
3220
4230
W| 3 1
LB
8
4
6
0
0
D
6
FFL FL 500
|B 0 4 0
9
0
0 24
|3 W
0 1
8
9
1504
3
130
400
815
600
410
760
W| 3 1
850
0
S TU DY A ELEVATION
300 270 3000
D C LB
2430
3000
3000
FL 500
200
FL 500 2130
1370
730
W| 3 0
D| C
3220
5420
S C A L E: 1 : 5 0
C
1000 D| C
S TU DY PLAN
B
1971
150
3 0 0 9 20
5
600
0
870
5
D
3
CL 3500
OH C-0 2
680
650
300 1800
1800
D C
LB
1
A
8
470 300
W 30
500
1
W 30
5
55 730
400
6
LB 7
CL 3500
300
300
W 31
450
7
D B
3445
300
300
270
470 300
CL 3500
3000
5
W 31
1810
D| C
3000
0
240 350
9
PH ON E, US B & GPO OUTL ETS
1410
2430
TIMBER FLOORIN G
815
650
D A
130
OH C-0 2
30 680
S TUDY 1
860
OH C-0 2
3000
90 247
LB
150 2726
5
700
2
1000 D| C
D| A
2
4
1971
90
1504
D C
4230
S TU DY C ELEVATION
S TU DY D ELEVATION
2745
int er nal el evat io n or ient at io n
90 675
1210
680 90
W| 2 7
CL 3500
300
300
295
600
300
240
3000
1800
3000
1800
3000
A.S
680
2135
FL 500 555
900
A.S
900
900
A.S
900
690
600
1210
1805
3000
1800
1800
3000
2930
2000
A.S
FL 500 675
FL 500 400
1580
FL 500 4270
2165
90 600
W| 2 7 2565
D C 765
2
1490 8
2255
0 9 27
0
6
0 9 0 7
S TU DY 2 A ELEVATION
0 D
|C 1
5
8
0
2565
4125
S TU DY 2 B ELEVATION
S TU DY 2 C ELEVATION
S TU DY 2 D ELEVATION
S TU DY 2 PLAN
B
S C A L E: 1 : 5 0
C int er nal el evat io n or ient at io n
4055
KEYN OTE LEGEND 120
1025
1855
180 695 180
LB OH C-0 2 180
S TAIR
2200
2200
D| 0
180
D O
1500
1355
555
ACL 5900
5400
500
200
CL 3500
900
1125
1395
3000
1800
1555
S TON E
5400
5185
2100
S TAIRWAY
270
5030
AFL 3700
FFL FL 500
W 41 1380
1500
1375
W| 4 1
A D
CL 3500
A.S
CARPET
D
CL 3500
BOOKCAS E
W 27
S TUDY 2
A
CL 3500
A.S
3670
4600
BOOKCAS E
240
W 27
4435
B C
int er nal el evat io n or ient at io n
S TAIR PLAN S C A L E: 1 : 5 0
180
4070
1810 9205
S TAIR D ELEVATION
3325
L AMINATE BEN CH TOP AS PER S ELECTION SCH EDUL E
3913 910
90
2810
TR
int er nal el evat io n or ient at io n
120 600
1070
1050
1060
105
960
155
1350
450
300
300
50
855
AS
AS
AS
AS
AS
CD
AS D
FFL FL 500
50
450 270 540
540
1000
D| 9 6
D| 9 6
D| C
D| H
D
3185
40
FFL FL 500 1680
4865
2940
4830
2945
AS
AS
FFL FL 500
CL 3500
3000
AS
AS
2700
AS
D C AS
AS
3000
AS
D 96
2430
AS
D 96
3000
AS
3000
AS
D 96
1800
AS
CL 3500
880
300
340 300 3000
AS
FL 500
AS
C
AS
AS
1820
AS
AS
2490
900
300
W 20
D H
900
5195
WM
B
3000
D| H
TILES FT-0 2
3184
D
5194
A
960
L'DRY
CD
D 2
2360
300 300
1095
1500 180
D H
CL 3500
300 270
450
CL. 3500
3000
D 2 300
W 20
2940
210
D| 2
240
W| 2 0
173
240
120
1140
2490
600
1200
180 520 180
AS
D 96
120 180
810
D 96
50
D 96
50
90
90
D C
LAU N DRY A ELEVATION LAU N DRY B ELEVATION LAU N DRY C ELEVATION
LAU N DRY D ELEVATION
135 90
860
540
540
540
D| C
D| 9 6
D| 9 6
D| 9 6
3915 2325
LAU N DRY PLAN
460
850
1015
S C A L E: 1 : 5 0
460
600
3000
3000
1800
2100
2085 3000
2085
WC-0 2 765
900
FFL FL 500 1000
110 450
2315
A
POWDER PLAN
915
915
915
FFL FL 500
MT
PWDR A ELEVATION
FFL FL 500
WC-0 2
WALL H U N G VAN ITY IN 2 D RAWERS
460
850
WC-0 2
900
BS N
90
90
B
CL 3500
BS N
2595
D
WT-0 5
600
850
W1
BS N
W1 1015
CL 3500
D D
250
BS N
3000
1330
FT-0 2
180
MT
3000
WT-0 5
980
980
PWDR
255
1335
D D
WC-0 2
CL 3500
640 90
1515
760
100
925
100
180
CL 3500
570
2595
FFL FL 500
960
1015
W| 4 0 2325
PWDR B ELEVATION
PWDR C ELEVATION
PWDR D ELEVATION
S C A L E: 1 : 5 0
C
KEYN OTE LEGEND
int er nal el evat io n or ient at io n
AS BS N CD D FT-0 2 MT TR WC-0 2
ADJ US TABL E S HEL VIN G BAS IN AS SPECIFIED CL OTH ES DRYER S PACE DRAWER FIN ISH AS PER S EL ECTION TILES . 6 0 0 X6 0 0 TILES MOS AIC TIL E TO N ICH E AS PER S EL ECTION S CH EDUL E S TAIN L ES S S TEEL LAUNDRY TROUGH AS S EL ECTED TOILET WITH H IDDEN CISTERN IN WALL AS PER S EL ECTION S CHEDUL E WM WAS HIN G MACH IN E S PACE WT-0 5 WAL L TYPE 5 . 3 0 0 X6 0 0 WAL L TO CEIL IN G TILES AS PER S EL ECTION S CHEDUL E
CL 3500
300
0
300
4
CL 3500
300
2
CL 3500
1 /2 L ON G H AN G 3 7 3
960
960
0 9
90
1
90
1585 1675
3
4
FFL FL 500
0
1470
B C
1
4
3
5
2940
WAS H IN G BAS KET TROL L Y S PACE
D RYIN G A ELEVATION
int er nal el evat io n or ient at io n
DRYIN G CU PBOARD PLAN S C A L E: 1 : 5 0
1470
3000
2700
FFL FL 500 1345
625
FFL FL 500 914
1586
5
A D
3000
S H ORT H AN G
9
DRY
2700
0
D H
3000
0
L ON G H AN G
2700
4
3565
1555
0
3
GARMEN T RACK S PACE
S H ORT H AN G
1 /2 L ON G H AN G
1970
D RYIN G B ELEVATION
2500
DRYIN G C ELEVATION
3780 1980
90
TS WC-0 1
330
3000
300 1800 600
3000
3000
760 90 190 610 D| F
1180
W| 4 8 3780
2090
CL 3500
1800
3000
3000
WT-0 5 2700
D 0
3000
1180
300
300
CL 3500
250
TH 900
890
2400
90
100 500
WT-0 5
100
930
BA
100
1020
S H WR
BATH B ELEVATION 300
3970
W| 1 2
BATH A ELEVATION 300
W 11
W| 4 0
BATH
610
D D
890
D D
490
W 12
610
WC
FT-0 2
760
VAN ITY
D 0
90 110
D F
1050
D| 0
3590
A
BA
FL 500
BATH ROOM PLAN
2000
1 0600
820
120
FFL FL 500
100 500
2090
890
D| 0
S C A L E: 1 : 5 0
C
FL 500
110 625 215
3930
B
BA
890
BS N
BS N
FL 500
H UN G VAN ITY WITH 4 DOORS . 1 5 5S 0 H ELF 9 0 UN 9 0DER 0
1050
BS N
100
D
1950
331
240
TS
1 06 00
820
900
90
3970
250 90
D| D
1 2900 6 0 0 9 0
D| D
240
WT-0 5
W 11
D D
900
760
900
D F
TS
410
720
90
TS
900
1550
90
760
90
840
210
960
D F
3000
3930 100
1470
1469
MIR MIR
CL 3500
300
110
300
CL 3500
640
300
1690
3100
3580
BATH D ELEVATION
int er nal el evat io n or ient at io n
BATH C ELEVATION
4490 675
3680
3815
1845
815
900
120
D| D
1470
200
1195
570 1450
WC
WC
BA
D B
305 100
KEYN OTE LEGEND
FFL FL 500 WC
765
500 310
860
1470
200
FFL 500
1195
3090
590
D| B 1855
4490
W5
BA
3680
EN S 1 a ELEVATION
EN S 1 b ELEVATION
EN S 1 FT-0 2
3680 885
W| 5
1450
4030
3000
1530
3000
3000
100
D| B
BS N WT-0 6 900
860
WT-0 6
1550
80 360 435 250
D B
CL. 3500
N ICH E D D
1550
4950
WT-0 6 2360
3000
1450
640
CL 3500
D
B C
int er nal el evat io n or ient at io n
EN S U ITE 1 PLAN S C A L E: 1 : 5 0
2100
BA
330
200 610 235 320
H UN G VAN ITY WITH 4 DOORS . S H ELF UN DER 1800
975
600 3000
WT-0 6
1800
3000
3000
WT-0 6 BS N
WC BA
FFL 500 600
515
1450
500
4 0 02 0 0
A
W6
CL. 3500
W5
900
4951
MIR
255
W| 4 0
1245
850
100 350
605
WT-0 2
900
610
950
756
600
1800
3000
W6 250 360 435 290
WT-0 6
2475
CL. 3500
600
600
BS N 190 250
BS N
D| D
250 600
D D
760
515
600
FFL 500
615
W| 5 3680
W| 4 0 4470
EN S 1 c ELEVATION
EN S 1 D ELEVATION
BA BS N FT-0 2 MIR TH TS WC WC-0 1 WT-0 2 WT-0 5 WT-0 6
BATH TUB AS SEL ECTED BAS IN AS SPECIFIED TILES . 6 0 0 X6 0 0 TILES MIRROR TO PROPRIETOR'S REQUIRMEN TS L OCATION IN ACCORDAN CE TO TIL ED H OB AS PER S ELECTION SCH EDUL E TILED S H EL F TOIL ET S UITED AS SPECIFIED WAL L TYPE 2 . S TON E CL ADDIN G WAL L TYPE 5 . 3 0 0 X6 0 0 WAL L TO CEIL IN G TILES AS PER S EL ECTION S CHEDUL E WAL L TYPE 6 . S PECIAL FIN ISH AS PER S EL ECTION S CHEDULES
CL 3500
KEYN OTE LEGEND
875
CL 3500
875
CL. 3500
BS N FM FT-0 2 MIR
BAS IN AS SPECIFIED FRAMED MIRROR AS PER SEL ECTION S CH EDUL E TILES . 6 0 0 X6 0 0 TILES MIRROR TO PROPRIETOR'S REQUIRMEN TS L OCATION IN ACCORDAN CE TO MT MOS AIC TIL E TO N ICH E AS PER S EL ECTION S CH EDUL E T-S BK TIL E S BK AS PER S EL ECTION E SCH EDUL E TH TIL ED H OB AS PER S ELECTION SCH EDUL E TS TILED S H EL F TS K TIL E S KIRTING AS PER S ELECTION SCH EDUL E WC-0 2 TOILET WITH H IDDEN CISTERN IN WALL AS PER S EL ECTION S CHEDUL E WT-0 5 WAL L TYPE 5 . 3 0 0 X6 0 0 WAL L TO CEIL IN G TILES AS PER S EL ECTION S CHEDUL E WT-0 7 WAL L TYPE 7 . WHITE TILE AS PER SEL ECTION S CH EDUL E WT-0 8 WAL L TYPE 8 . GREY TIL E AS PER S EL ECTION SCH EDUL E
TS K
3000
WT-0 5
T-S BK
TS K
FFL 500
WC-0 2
3000
975
3000
3000
WT-0 5
900
900
T-S BK
1
1890
FM
250
250
3000
975
WT-0 5 FM
FFL FL 500
WC-0 2
FFL FL 500
WC-0 2
0 0
1700
100 265
2040 1260
4 8
1200
2
90 235
675
1200
885
1000
0
2
3740
1 9 0
EN S 2 A ELEVATION
EN S 2
1
0
3740
6
415
W| 3
90
2
110
5
0
4 2
6
4
0
1890
CL 3500
WT-0 5
WT-0 5
2040
425
850
845
425
1350
190
3000
1025
566
612
2825
2202
EN S 2 C. 1 ELEVATION
EN S 2 D. 1 ELEVATION
1780
1000
600
FFL FL 500
610 190
2300
1010
1210
3320
EN S 3 C ELEVATION
EN S 3 D ELEVATION
1060
1100
100
1320
D C
int er nal el evat io n or ient at io n
EN S U ITE 5 PLAN
2635 3580
1044
FL 500
S C A L E: 1 : 5 0
3000
W 17
1800
WT-0 7
FFL FL 500
WC-0 2
RECES S ED FIN GER PULL TO VAN ITY DOORS .
530
1564
300
300 1290 300
3000
3000
3000
3000
1754
300
300
300
760
WC-0 2
CL 3500
BS N
N ICH E
FL 500 185
B
WT-0 8
100
3930
A
WT-0 7
100
1200
115
1165
600
250
WT-0 7
MIR
1110
WC-0 2
WT-0 7
WT-0 7
CL 3500
900
N ICH E
D F 2360
BS N
340
100
EN S 5 FT-0 2
980
W 17
1 0 04 7 41 0 0
W| 1 7
100 100 520 240 610 185
1755
D F
CL 3500
300
100
CL 3500
1000
FL 500
520 240 610 185 1555
3580
EN S U ITE 5 A ELEVATION
1100
3320
EN S 3 B ELEVATION
1589
2635
D| F
EN S U ITE 5 B ELEVATION
3000
FFL FL 500
WC-0 2
3680 760
2700
WT-0 5
int er nal el evat io n or ient at io n
185
CL 3500
300
460 300 1040
FM WT-0 5
300
3000
3000
300 2700
WT-0 5
1200
920
1095
EN S 3 A ELEVATION
S C A L E: 1 : 5 0
CL 3500
FFL FL 500
2300
EN S U ITE 3 PLAN
3000
600
3000
1205
1200
300 1500
FFL FL 500
250
CL 3500
D C
1200
TH
2640
A
W9
WT-0 5
100 510
CL 3500
900
WC-0 2
D| C 3610
552 120
W9
190 190 610
1007
FT-0 2
WT-0 5
W| 9
1208
3610
EN S 3 BS N
C
325
100 860
1108
990
100
100
305
FFL FL 500
W| 3
EN S 2 C ELEVATION
D C
B
WT-0 5
FFL FL 500
W| 3
D
MT
600
FFL 500
3740
1085
WT-0 5
300
WT-0 5 TS K
2490
1190
1190
WT-0 5
int er nal el evat io n or ient at io n
1205
300
MT TS
C
100
2990
3000
1800
MT
1200
S C A L E: 1 : 5 0
W3
600
B
300
2990
EN S U ITE 2 PLAN
CL 3500
WT-0 5
W3
A D
CL. 3500
0
3000
850
4
1500
425
1
600
W3
1800
600
1940
1800
8
8
0
EN S 2 B. 1 ELEVATION
1500
TS
240 435
D| B
FT-0 2
70 240
860
900
BS N
EN S 2 A. 1 ELEVATION
1500
90 305
0
710
9
1970
1
90
WC-0 2
D B
2200
2820
EN S U ITE 5 C ELEVATION
EN S U ITE 5 D ELEVATION
2895 100
1605
90 240
860
530 240
675
840
1605
B
860
FFL 500 200
90
850
WIR 1 PLAN
1360
1195
40
1500
3000
440 500
40
480
570
CL. 3500
FFL 500 130
900
2140
530
D| D 2555
3700
WIR 1 A ELEVATION
h an g r ail
FFL 500
2650
2555
520 240
D D
W| 7
D| B
2885
A
600
D| D
70 760 200 240
FOL D
1 0 05 2 0
D
FFL FL 500
h an g r ail
1500
h an g r ail D D
f .s
2430
3000
1800
2360
2994
4030
2119
H AN G
a. s
3000
W7 D B
a. s
f .s 3000
a. s
a. s
3000
f .s
CL. 3500
500
H AN G
2670
a. s
f .s
WIR 1
CL. 3500
40 40 440 480
a. s
600
W7
CL 3500
640
FOL D
850
200
D B
90
D| B
WIR 1 B ELEVATION
WIR 1 C ELEVATION
3700
WIR 1 D ELEVATION
S C A L E: 1 : 5 0
C int er nal el evat io n or ient at io n
590
100
100
150
D| E
100
300
FFL FL 500
1720
2000
D
B
TYPICAL S TORE PLAN
250
2600
S C A L E: 1 : 5 0
C
D
250
2000
B C
int er nal el evat io n or ient at io n
1500
FFL 500
W| 8
A
TYPICAL S TORE ELEVATION
BH
300
1400
A
3000
1800 300
BH
600
1280
W8
670
a. s 90
550
W| 8
670
a. s
1500
370
2410
D E
550
430
a. s
240
630
W8
90
450
2600
a. s 3000
1530
90
90
CL. 3500
600
CL 3500
1720
TYPICAL BEN CH S EAT PLAN S C A L E: 1 : 5 0
TYPICAL BEN CH S EAT ELEVATION
int er nal el evat io n or ient at io n
2085
860
1755
TYPICAL WIR PLAN S C A L E: 1 : 5 0
int er nal el evat io n or ient at io n
A
3000
740
460 300
90
FL 500
1520
D
CL 3500
1500
1330
674
574100
100
OH
1330
B C
int er nal el evat io n or ient at io n
DES K PLAN S C A L E: 1 : 5 0
KEYN OTE LEGEND BH OH
FL 500 1400
TYPICAL WIR A ELEVATION
OVERH EAD
h an g r ail
3000
40 30
FL 500
90
2085
C
a. s
240
D| C
B
a. s 3000
1730
1400 90
D C
A
h an g r ail
f .s
1800
336
240
90 450 950 90
1580
WIR 4
90 455 350
D
f .s
CL 3500
300
CL 3500
240
2700
1755
795
90
DES K ELEVATION
TYPICAL WIR D ELEVATION
BEN CH HIN GED @ WAL L TO PROVIDE S TORED UNDER OVERH EAD WITH FIN IS H AS PER S ELECTION SCH EDUL E
DOOR DETAILS
S CALE : 1 /5 0 2100
1600
1050
2334
3068
3068
2400
2745
2400
2400
2400
2400
CL 3500
FFL 500 D 1 EN TRY
D 4 AL FRES CO DIN IN G
D 3 AL FRES CO DIN IN G
D 2 L 'DRY
D 6 DIN IN G
5600
2100
2100
D 5 AL FRES CO DIN IN G
GL 150 N GL 0
D 8 S TORE 1
D 7 S TORE 2
WIN D OR DETAILS
2400
2400
2400
3350
CL 3500
D 9 GARAGE
S CALE : 1 /5 0 850
850
1450
1450
1450
850
610
W1
1500
610
1210
EN S 3
1210
610
W 11
W 10 BEDROOM 3 2170
2057
1800
BATH
W 12 WC
610
1450
300
600
1800
300
600
2057
2400
1800
3000
600
W9
W8 BEDROOM 1
W 13 BEDROOM 4
W 14 BEDROOM 4
W 15 BEDROOM 5
W 16 BEDROOM 5
2057
1800
300
600
1800
2057
600
FFL 500
300
300
2057
3000
CL 3500
W 17
W 18
EN S 5
BEDROOM 6
1800
WIR 1
CL 3500
FFL 500
600
1800
W7
W6 EN S 1
610
610
600
1800
W5 EN S 1
W4 BEDROOM 1
1210
600
1800
W3 EN S 2
W2 BEDROOM 2
PWDR
600
1800 600
FFL 500
300
600
2057
1800
CL 3500
WIN D OR DETAILS
S CALE : 1 /5 0
600
1450
1810
2650
2650
2057
2057
2057
300
300
FFL 500
300
300
1200
2057
3000
1200
CL 3500
W 19
W 20
W 21
W 22
W 23
BEDROOM 7
L 'DRY
AL FRES CO DIN IN G
L IVIN G ROOM 2
L IVIN G ROOM 1
1210
1210
1210
850
1210
W 25 L IVIN G ROOM 1
W 24 L IVIN G ROOM 1
850
1200
W 28
W 27 S TUDY 2
W 26 L IVIN G ROOM 1
850
850
850
1200
1800 600
1800
1800
600
FL 500
600
1800 600
3000
CL 3500
S TORE 1
850
850
W 29
2130
1800
1800 600
1800
W 32 PAN TRY
W 31 S TUDY 1
1800
600
1800
1800
W 30 S TUDY 1
GARAGE
600
FFL 500
600
1800 600
1200
3000
1200
CL 3500
W 33
W 34
PAN TRY
PAN TRY
850
1500
850
1500
3000
3000
3000
800
900
1500
1800 800 3000
3781
781 3000
838 2781
3000
CL 3500
1510
1510
ACL 5900
FFL 500
WIN D OR DETAILS
W 38 ATTIC
W 37 AL FRES CO DIN IN G
W 36 AL FRES CO DIN IN G
W 35 EN TRY
W 39
W 40
W 41
ATTIC
S TAIRWAY
S TAIRWAY
S CALE : 1 /2 5 650
W 42 L IVIN G ROOM 2
W 43 ATTIC
550
W 44 ATTIC
650
W 45 L IVIN G ROOM 2
W 50 PAS SAGE
650
650
900
900
550
900
550
900
550
W 51 PAS SAGE