Page 1


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

MAIL

.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

- 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

- 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

- 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

- 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

- 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

- 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

- MAIL BOX

GAS

- GAS METER

BINS

- ALLOCATED BIN PLACEMENT

POS

- PRIVATE OPEN SPACE

BOUNDARY 359°40' 45.72m

HIGH SILL WIN

BED 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

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

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

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

- 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

- 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.

W11 2FF

TB

11922 W12 2FF

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

SHR

950x1260

SA

67 m2

220 308 900

W16 2FF

D20 3FF

UNIT 3

W21 3FF

TIL-01

BOUNDARY 269°54' 24.38m

TB

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

DP

LINEN SA

ENS

EF

TB

538 900 828 900 868

W21 1FF

W30 2FF

D15 SA 2FF D14 2FF

BEDROOM

5729

150

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

TB

TIL-01 900x900 SHR D13 WT-05

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

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

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

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

300mm WIDE BOX GUTTER

RT-03

EG

RT-03 EG

20°

20°

UNIT 3

RT-01

1° RT-03

RT-03 EG

20°

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.

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°

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

EG

RT-03

510

3010

300mm WIDE BOX GUTTER

555

EG

RT-01

RT-01

525

RT-01

300mm WIDE BOX GUTTER

RT-01

300mm WIDE BOX GUTTER

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

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

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

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

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

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

MAIL

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

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

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

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

GARAGE DOORS: SELECTED TIMBER STYLE FINISH SECTIONAL PANEL-LIFT GARAGE DOORS.

GUTTERS, DOWNPIPES FLASHINGS & THE LIKE: SELECTED "COLORBOND" TYPE.

DP

DP

BOX GUTTER BELOW

450 BOX GUTTER

SP

11 A09

FLASHING

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.

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).

FLASHINGS P/ OF

SP

600 BOX GUTTER

FLASHING

DP

DP

WINDOW: SELECTED POWDER COATED ALUMINUM TYPE.

LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:

DP

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

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

720

EF

SP

WC

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

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

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

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

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:

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°

1

-

22.5°

SP

DP

DP /S

22.5°

22.5°

22.5°

WD006

1

22.5°

WD006

LINTELS IN TIMBER LOAD BEARING & NON-LOAD BEARING STUD WALLS:

SP

22.5°

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°

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

90

WD006

8765

1

1 A001

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

MAIL

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

UNIT3GARAGE 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

UNIT1ENTRANCE

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

SINGLECARGARAGE

LAWN

UNIT

EXISTING LIGHT POLE

GB

80 .2

CLOTHES LINE

79.8

UNIT2GARAGE

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 ͲHABITABLEWINDOW W ͲNONHABITABLEWINDOW GD ͲGARAGEDOOR RTW Ͳ2000LRAINWATERTANK MB ͲMAILBOX WM ͲWATERMETER GAS ͲGASMETER MAILͲMAILBOX POS ͲPRIVATEOPENSPACE SPOSͲSECLUDEDPRIVATEOPENSPACE GB ͲGARDENBED ͲTYPICAL100DIA STORMWATERPIPE

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


DRAWINGLEGEND 90mmTHICKNONLOADBEARING&LOADBEARINGINTERNAL& EXTERNALTIMBERSTUDWALLS.

240mmTHICKLOADBEARINGEXTERNALMASONRYVENEERWALLS. 230mmTHICKLOADBEARINGDOUBLEBRICKMASONRY 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

DENOTESFINISHEDSTRUCTURELEVEL DENOTESFINISHEDFLOORLEVEL HEATEDTOWELRAIL

A/P

ACCESSPANEL

T.O.STUD

TOPOFSTRUCTURALSTUDWALL

T.O.WALL

TOPOFSTRUCTURALBRICKWALL

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

ͲDENOTES'COLORBOND'DOWNPIPES. ͲDENOTES'COLORBOND'SPREADERDOWNPIPES. ͲDENOTESSUMPPIT. ͲDENOTESSUMPPITANDOVERFLOW ͲDENOTESCUSTOMFOLDED'COLORBOND'RAINHEAD. ͲDENOTESDIRECTIONOFFALLOFBOXGUTTERTODOWNPIPE. NOTE: ALLOWFORALLBOXGUTTERS,PARAPETANDGENERALROOFINGCAPPING'S, FLASHING'SASREQUIREDTHROUGHOUT,(TOBECONSTRUCTED0.48mmBMT SELECTEDKLIPLOKSHEETING).

TIMBERFRAMINGSCHEDULE ALLTIMBERFRAMINGINCLUDINGFLOORS,WALLS&ROOFSTOCOMPLYWITH CURRENTAS1684&ASPERSTRUCTURALENGINEERSDRAWINGS& 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

ROOFLEGEND

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 ͲHABITABLEWINDOW W ͲNONHABITABLEWINDOW GD ͲGARAGEDOOR RTW Ͳ2000LRAINWATERTANK MB ͲMAILBOX WM ͲWATERMETER GAS ͲGASMETER MAILͲMAILBOX POS ͲPRIVATEOPENSPACE SPOSͲSECLUDEDPRIVATEOPENSPACE GB ͲGARDENBED ͲTYPICAL100DIA STORMWATERPIPE

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

UNIT1ENTRANCE FR

DECKING 6070

90

DECKING

UNIT2GARAGE

FFL 80.70 5350

FSL 80.650

2

1D04 1GF

WT4

1D16 1GF

UNIT 1

FFL80.65

WD005

90 150

2800x2000OVERHEAD ROLLINGGARAGEDOOR

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

1810x2400OVERHEAD ROLLINGGARAGEDOOR

UNIT3GARAGE

1D03 1GF

4

230

79.95

1390

ENTRY

ENTRY

FFL 79.85

170

100 1710

PORCH

4810x2400OVERHEAD ROLLINGGARAGEDOOR

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

4810x2400OVERHEAD ROLLINGGARAGEDOOR

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

UNIT2GARAGE

1735

P'DER

2330

WM TR

WD005

1830

FFL 79.80 FSL 79.602

1160 130 750

2

P'TRY

WD004

1W04 1GF

WT3

SINGLECARGARAGE

ENTRY DOOR

FR

1W03 1GF

2

230

KITCHEN

3645

KITCHEN

3645

KITCHEN

FB.01

GARAGE DOOR

FFL79.95

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

SHEETNUMBER

LEGEND

GARAGE

3W06 3GF

2

ELEVATIONNUMBER

STUDY

WD005 WD005

FLOORLEVEL

1 A001

90

6460

LIVING

L'DRY

5400

WINDOW/DOORNUMBER

5850 W

1800

SMOKEALARMͲREFERTOGENERALNOTES

W01 GF

1390

CEILINGMOUNTEDEXHASTFANSINACCORDANCEWITH BCAPARTͲ3.12.34&PARTͲ3.8.5.1.FANSMUSTBEFITTED WITHASEALINGDEVISESUCHASASELFͲCLOSINGDAMPER, FILTERORTHELIKE.ALLOWTOFITWITHASIMULTANEOUS LIGHTSWITCH.

NOTE:PROVIDELIFTOFFHINGESTO DOORSTOUNIT1ENSUITEANDWC'S ANDUNIT2WC

TYPICALWALLS: Ͳ2/90x45MGP10TOPPLATESTOEXTERNALLOADBEARINGWALLS; Ͳ90x45MGP10TOPPLATESTOINTERNALNONͲLOADBEARINGWALLS; Ͳ90x45MGP10BOTTOMPLATES; Ͳ90x45MGP10COMMONSTUDS@450MMCTRS.MAX.,AND Ͳ90x35MGP10NOGGINGS@1350mmCTRS.MAX.

MULTIPLESTUDS@SIDESOFOPENINGS: PROVIDEDOUBLESTUDSNAILLAMINATEDTOGETHERWITH3.8MMDIAMETER NAILSAT200mmCTS.ATTHESIDESOFOPENINGSGREATERTHAN1100mm. ONESTUDSHALLBEFULLHEIGHTANDNOTNOTCHED,HOWEVER,THEOTHER MAYBENEATLYNOTCHEDTOACCOMODATETHELINTEL.(2/90x45MGP10). LINTELSINTIMBERLOADBEARING&NONͲLOADBEARINGSTUDWALLS: REFERTOSTRUCTURALENGINEERSDRAWINGS,ANDDETAILSFORLINTELSAND ROOFBEAMLAYOUTS&SIZES. NOTE: REFERTOSTRUTURALENGINEER&TRUSS/FLOORSTRUTMANUFACTURER'S DRAWINGS&SPECIFICATIONSFORROOFSTRUCTURES&FIRSTFLOORJOIST SYSTEMS.ALLWALL&ROOFBRACINGASPERENGINEERSDETAILS&SPEC.

SCHEDULEOFFINISHES

GROUND FLOOR UNIT 3 WD 1 : 100

GROUND FLOOR UNIT 1&2 WD 1 : 100

WALLFINISHES: RFͲDENOTESSELECTEDAPPLIEDRENDEREDFINISHTO75MMUNITETEXUNIͲBASENONͲ CAVITYSYSTEMTOMANUFACTURERSDETAILSANDSPECIFICATION FBͲDENOTESSELECTEDRECYCLEDBRICKVENEER BCͲDENOTESSELECTEDCEDARHORIZONTALFINISHINCLEARSTAINEDFINISH MCͲDENOTESBLACKPAINTORBLACKANODIZEDFINISH TMͲDENOTESSELECTEDTIMBERBOARDANDBATTERCLADDINGINCHARCOALSTAIN FINISH RFBͲRENDEREDBRICKWORK FLOOR/CEILINGFINISHES: TB.01ͲDENOTESSELECTEDTIMBERFLOORBOARDS. CONͲDENOTESCONCRETEFINISH. FT.01ͲDENOTESSELECTEDFLOORTILES TV.01ͲDENOTESSELECTEDTIMBERVENEER PB.01ͲDENOTESPLASTERBOARD CP.01ͲDENOTESSELECTEDCARPETFINISH GARAGEDOORS: SELECTEDTIMBERSTYLEFINISHSECTIONALPANELͲLIFTGARAGEDOORS. GUTTERS,DOWNPIPESFLASHINGS&THELIKE: SELECTED"COLORBOND"TYPE.

NOTES:

ROOFS: SELECTED0.48BMTKLIPLOK402SHEETINGTOBEINSTALLEDASPER MANUFACTURERSSPECIFICATION

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING

WINDOW: SELECTEDPOWDERCOATEDALUMINUMTYPE.


445

3300

SHR

WIR

WC

230mmTHICKLOADBEARINGDOUBLEBRICKMASONRY WALLS

1490 EF

90 900 90 500 90

3510

ROBE

550

BED 2

SA W01 GF

1W13 1FF

WT7

1 A001

BG

BATH

UNIT 2 FFL 83.25

FT3

2W10 2FF

2D10 2FF

FT.01

WC

WC

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

TOPOFSTRUCTURALBRICKWALL

W 3120 260

W

260

1800

W W

TOPOFSTRUCTURALSTUDWALL

3240

W

360 400 800 260 400

1460

390 400 500 400 640

BATH

2100 90 1400 90 2970

BED 2

ACCESSPANEL

- EXISTING TREE/ PROPOSED TREES

- EXISTING TREE/ TREE IS PLANTED

1490

WD005 NOTE:PROVIDELIFTOFFHINGESTO DOORSTOUNIT1ENSUITEANDWC'S ANDUNIT2WC

ROOFLEGEND 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

ͲDENOTES'COLORBOND'DOWNPIPES. ͲDENOTES'COLORBOND'SPREADERDOWNPIPES. ͲDENOTESSUMPPIT. ͲDENOTESSUMPPITANDOVERFLOW ͲDENOTESCUSTOMFOLDED'COLORBOND'RAINHEAD. ͲDENOTESDIRECTIONOFFALLOFBOXGUTTERTODOWNPIPE. NOTE: ALLOWFORALLBOXGUTTERS,PARAPETANDGENERALROOFINGCAPPING'S, FLASHING'SASREQUIREDTHROUGHOUT,(TOBECONSTRUCTED0.48mmBMT SELECTEDKLIPLOKSHEETING).

SCHEDULEOFFINISHES

1 : 100 PAR

1° MF01

BOXGUTTER

BOXGUTTER

1° BOXGUTTER

MF01

WD005

BOXGUTTER

PROVIDESOLARHOTWATERTANK.REFER DRAWINGWD01GENERALNOTES

1° MF01

BOXGUTTER

MF01

2

PAR

BOXGUTTER

BOXGUTTER

FLASHING

RWH

BOXGUTTER

A/P T.O.STUD

HW ͲHABITABLEWINDOW W ͲNONHABITABLEWINDOW GD ͲGARAGEDOOR RTW Ͳ2000LRAINWATERTANK MB ͲMAILBOX WM ͲWATERMETER GAS ͲGASMETER MAILͲMAILBOX POS ͲPRIVATEOPENSPACE SPOSͲSECLUDEDPRIVATEOPENSPACE GB ͲGARDENBED ͲTYPICAL100DIA STORMWATERPIPE

S

8790

RWH

DENOTESFINISHEDSTRUCTURELEVEL DENOTESFINISHEDFLOORLEVEL HEATEDTOWELRAIL

3

170

MASTER BED

4400

SHEETNUMBER

1 WD005

2W11 2FF

1 WD005

90 1000 90

ELEVATIONNUMBER

590

WT7

WT5

2W12 2FF

2080

FLOORLEVEL

FT.01 BOXGUTTER

1210 170

6010

MASTERBED 2D11 2FF

WINDOW/DOORNUMBER

FSL FFL HTR

UNIT 2 OVERALL

WD006

2D09 2FF

SMOKEALARMͲREFERTOGENERALNOTES

2770

WT4

SHR

W

2D07 2FF

2040

BG

2D13 2FF

WT4

2D12 2FF

CEILINGMOUNTEDEXHASTFANSINACCORDANCEWITH BCAPARTͲ3.12.34&PARTͲ3.8.5.1.FANSMUSTBEFITTED WITHASEALINGDEVISESUCHASASELFͲCLOSINGDAMPER, FILTERORTHELIKE.ALLOWTOFITWITHASIMULTANEOUS LIGHTSWITCH.

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

BED2

STAIR

ROBE

CP.01

1D15 1FF

1800

WIR

FT.01

CP.01

BED2

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

MASTERBED

STAIR

2

1W05 1FF

FT.01

90 1000 90 1000 400 90

1W11 1FF

BATH

1D10 1FF

ROBE

BOXGUTTER

LINEN

1W12 1FF

WIR

4190

3620

90 480 250 1145

LINEN

SHR

2560

2560

6010

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

MASTERBED

MASTER BED SHR

SHR

150 405 90 2000 90

EF

4150

BG

3D12 3FF

4000

2 WD005 4

3D10 3FF

BATH

90 1560

WIR

150

STAIR

1845

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

BED2

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

240mmTHICKLOADBEARINGEXTERNALMASONRYVENEERWALLS.

390 400 445 625

420

90mmTHICKNONLOADBEARING&LOADBEARINGINTERNAL& EXTERNALTIMBERSTUDWALLS.

OVERALL

OVERALL 1210

DRAWINGLEGEND

11895

8790

MF01

WALLFINISHES: RFͲDENOTESSELECTEDAPPLIEDRENDEREDFINISHTO75MMUNITETEXUNIͲBASENONͲ CAVITYSYSTEMTOMANUFACTURERSDETAILSANDSPECIFICATION FBͲDENOTESSELECTEDRECYCLEDBRICKVENEER BCͲDENOTESSELECTEDCEDARHORIZONTALFINISHINCLEARSTAINEDFINISH MCͲDENOTESBLACKPAINTORBLACKANODIZEDFINISH TMͲDENOTESSELECTEDTIMBERBOARDANDBATTERCLADDINGINCHARCOALSTAIN FINISH RFBͲRENDEREDBRICKWORK FLOOR/CEILINGFINISHES: TB.01ͲDENOTESSELECTEDTIMBERFLOORBOARDS. CONͲDENOTESCONCRETEFINISH. FT.01ͲDENOTESSELECTEDFLOORTILES TV.01ͲDENOTESSELECTEDTIMBERVENEER PB.01ͲDENOTESPLASTERBOARD CP.01ͲDENOTESSELECTEDCARPETFINISH GARAGEDOORS: SELECTEDTIMBERSTYLEFINISHSECTIONALPANELͲLIFTGARAGEDOORS.

MF01

GUTTERS,DOWNPIPESFLASHINGS&THELIKE: SELECTED"COLORBOND"TYPE.

MF01

ROOFS: SELECTED0.48BMTKLIPLOK402SHEETINGTOBEINSTALLEDASPER MANUFACTURERSSPECIFICATION WINDOW: SELECTEDPOWDERCOATEDALUMINUMTYPE.

BOXGUTTER

RWH

TIMBERFRAMINGSCHEDULE 1°

MF01

MF01

BOXGUTTER

BG

ALLTIMBERFRAMINGINCLUDINGFLOORS,WALLS&ROOFSTOCOMPLYWITH CURRENTAS1684&ASPERSTRUCTURALENGINEERSDRAWINGS& SPECIFICATIONS. TYPICALWALLS:

1

WD006

MF01

BG

Ͳ2/90x45MGP10TOPPLATESTOEXTERNALLOADBEARINGWALLS; Ͳ90x45MGP10TOPPLATESTOINTERNALNONͲLOADBEARINGWALLS; Ͳ90x45MGP10BOTTOMPLATES; Ͳ90x45MGP10COMMONSTUDS@450MMCTRS.MAX.,AND Ͳ90x35MGP10NOGGINGS@1350mmCTRS.MAX.

MULTIPLESTUDS@SIDESOFOPENINGS: PROVIDEDOUBLESTUDSNAILLAMINATEDTOGETHERWITH3.8MMDIAMETER NAILSAT200mmCTS.ATTHESIDESOFOPENINGSGREATERTHAN1100mm. ONESTUDSHALLBEFULLHEIGHTANDNOTNOTCHED,HOWEVER,THEOTHER MAYBENEATLYNOTCHEDTOACCOMODATETHELINTEL.(2/90x45MGP10). LINTELSINTIMBERLOADBEARING&NONͲLOADBEARINGSTUDWALLS:

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

REFERTOSTRUCTURALENGINEERSDRAWINGS,ANDDETAILSFORLINTELSAND ROOFBEAMLAYOUTS&SIZES.

WD005 NOTE: REFERTOSTRUTURALENGINEER&TRUSS/FLOORSTRUTMANUFACTURER'S DRAWINGS&SPECIFICATIONSFORROOFSTRUCTURES&FIRSTFLOORJOIST SYSTEMS.ALLWALL&ROOFBRACINGASPERENGINEERSDETAILS&SPEC.


PROPOSED UNIT 1

DRAWINGLEGEND

PROPOSED UNIT 2

FINISHESLEGEND

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

EXISTING1.7mPALINGFENCE+ 600TRELISEXTENSION

W01 GF

1 A001

BF

3W05 3GF

CEILINGMOUNTEDEXHASTFANSINACCORDANCEWITH BCAPARTͲ3.12.34&PARTͲ3.8.5.1.FANSMUSTBEFITTED WITHASEALINGDEVISESUCHASASELFͲCLOSINGDAMPER, FILTERORTHELIKE.ALLOWTOFITWITHASIMULTANEOUS LIGHTSWITCH.

SMOKEALARMͲREFERTOGENERALNOTES WINDOW/DOORNUMBER FLOORLEVEL ELEVATIONNUMBER SHEETNUMBER

FSL FFL HTR

DENOTESFINISHEDSTRUCTURELEVEL DENOTESFINISHEDFLOORLEVEL HEATEDTOWELRAIL

A/P

ACCESSPANEL

T.O.STUD

TOPOFSTRUCTURALSTUDWALL

T.O.WALL

TOPOFSTRUCTURALBRICKWALL

ROOFLEGEND DP SP S SO RH

ͲDENOTES'COLORBOND'DOWNPIPES. ͲDENOTES'COLORBOND'SPREADERDOWNPIPES. ͲDENOTESSUMPPIT. ͲDENOTESSUMPPITANDOVERFLOW ͲDENOTESCUSTOMFOLDED'COLORBOND'RAINHEAD.

GARAGEDOORS: SELECTEDTIMBERSTYLEFINISHSECTIONALPANELͲLIFTGARAGEDOORS.

ͲDENOTESDIRECTIONOFFALLOFBOXGUTTERTODOWNPIPE.

GUTTERS,DOWNPIPESFLASHINGS&THELIKE: SELECTED"COLORBOND"TYPE.

NOTE: ALLOWFORALLBOXGUTTERS,PARAPETANDGENERALROOFINGCAPPING'S, FLASHING'SASREQUIREDTHROUGHOUT,(TOBECONSTRUCTED0.48mmBMT SELECTEDKLIPLOKSHEETING).

TIMBERFRAMINGSCHEDULE ALLTIMBERFRAMINGINCLUDINGFLOORS,WALLS&ROOFSTOCOMPLYWITH CURRENTAS1684&ASPERSTRUCTURALENGINEERSDRAWINGS& SPECIFICATIONS.

CL

BOUNDARY

PAR

UNIT 1 GROUND FLOOR FFL 80.70

PARAPET.COLORBONDMETALCAPPPINGOVER. RENDERFINISH TIMBERCLADDING

350

CL BOUNDARY

UNIT 3 FIRST FLOOR FFL 83.05

MC2 BF

BF

SA

WINDOW: SELECTEDPOWDERCOATEDALUMINUMTYPE.

MC2

FB

EF

ROOFS: SELECTED0.48BMTKLIPLOK402SHEETINGTOBEINSTALLEDASPER MANUFACTURERSSPECIFICATION

2700

UNIT 1 FIRST FLOOR FFL 83.75

230mmTHICKLOADBEARINGDOUBLEBRICKMASONRY WALLS

FLOOR/CEILINGFINISHES: TB.01ͲDENOTESSELECTEDTIMBERFLOORBOARDS. CONͲDENOTESCONCRETEFINISH. FT.01ͲDENOTESSELECTEDFLOORTILES TV.01ͲDENOTESSELECTEDTIMBERVENEER PB.01ͲDENOTESPLASTERBOARD CP.01ͲDENOTESSELECTEDCARPETFINISH

PROPOSED UNIT 3

1W10 1FF

DENOTESSELECTEDCEDARCLADDING.155X18mm HORIZONTALURBANLINEEUROCLAD.COLORTBC. BRICKFACEFINISH MASONRYBLOCKFACEFINISH DOWNPIPE METALCLADDING METALCLADDINGTYPE2.COLORBONDFLATMETAL CLADDINGONMARINEPLYSUBSTRATE.

WALLFINISHES: RFͲDENOTESSELECTEDAPPLIEDRENDEREDFINISHTO75MMUNITETEXUNIͲBASENONͲ CAVITYSYSTEMTOMANUFACTURERSDETAILSANDSPECIFICATION FBͲDENOTESSELECTEDRECYCLEDBRICKVENEER BCͲDENOTESSELECTEDCEDARHORIZONTALFINISHINCLEARSTAINEDFINISH MCͲDENOTESBLACKPAINTORBLACKANODIZEDFINISH TMͲDENOTESSELECTEDTIMBERBOARDANDBATTERCLADDINGINCHARCOALSTAIN FINISH RFBͲRENDEREDBRICKWORK

1 : 100

BC

240mmTHICKLOADBEARINGEXTERNALMASONRYVENEERWALLS.

SCHEDULEOFFINISHES

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

90mmTHICKNONLOADBEARING&LOADBEARINGINTERNAL& EXTERNALTIMBERSTUDWALLS.

TYPICALWALLS: Ͳ2/90x45MGP10TOPPLATESTOEXTERNALLOADBEARINGWALLS; Ͳ90x45MGP10TOPPLATESTOINTERNALNONͲLOADBEARINGWALLS; Ͳ90x45MGP10BOTTOMPLATES; Ͳ90x45MGP10COMMONSTUDS@450MMCTRS.MAX.,AND Ͳ90x35MGP10NOGGINGS@1350mmCTRS.MAX.

UNIT 3 GROUND FLOOR FFL 80.00

UNIT 2 GARAGE FFL MULTIPLESTUDS@SIDESOFOPENINGS:

1 : 100

PROVIDEDOUBLESTUDSNAILLAMINATEDTOGETHERWITH3.8MMDIAMETER NAILSAT200mmCTS.ATTHESIDESOFOPENINGSGREATERTHAN1100mm. ONESTUDSHALLBEFULLHEIGHTANDNOTNOTCHED,HOWEVER,THEOTHER MAYBENEATLYNOTCHEDTOACCOMODATETHELINTEL.(2/90x45MGP10). LINTELSINTIMBERLOADBEARING&NONͲLOADBEARINGSTUDWALLS:

PROPOSED UNIT 3

3W08 3FF

REFERTOSTRUCTURALENGINEERSDRAWINGS,ANDDETAILSFORLINTELSAND ROOFBEAMLAYOUTS&SIZES.

RF ?

NOTE: REFERTOSTRUTURALENGINEER&TRUSS/FLOORSTRUTMANUFACTURER'S DRAWINGS&SPECIFICATIONSFORROOFSTRUCTURES&FIRSTFLOORJOIST SYSTEMS.ALLWALL&ROOFBRACINGASPERENGINEERSDETAILS&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


SCHEDULEOFFINISHES

FINISHESLEGEND 1

2

WD006

WD005

PROPOSED UNIT 2

TAG

RT1

RL87.050

600

CL

MASTERBED

FT3 RT1

1250

BG

FT2

2100

2100

400

WIR

WT4

2700

1D12 1FF

2700

BED2

BG

RL84.500

EB1 FEN FT1

2100

WT6

BATH

CT1

WT5

2W14 2FF

WT4

PCL85.950 CT1

UNIT 1 FIRST FLOOR FFL 83.75

FT3

TIL-01

350

500

WT3

FT3

UNIT 2 FIRST FLOOR FFL83.250

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

CONCRETEDRIVEWAYTO CIVILANDSTRUCTURALENGINEERS DRAWINGS

FEN

APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

PROPOSEDFGL

PILE

PILE

APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

EXISTINGFGL RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION.

PILE

PILE

RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION.

UNIT 1 GARAGE FFL 80.55

PILE

WT4

FT2

UNIT 1 GROUND FLOOR FFL 80.70

150

500

2W07 2GF

UNIT 2 GROUND FLOOR FFL80.200

DESCRIPTION BOXGUTTER CEILINGTYPE1.TYPICALLY10MMPLASTERBOARDCEILING LININGSON"RONDO"(ORSIMILARAPPROVED)25MMMETAL CEILINGBATTENSFIXED450MMCTRS.MAX.TOUNDERSIDE OFFLOORTRUSSES/JOISTS,TIMBERRAFTERS&TRIMMERSAS PERMANUFACTURER'SDETAILS&SPECIFICATIONS.ALLOWTO PROVIDE10MMW.R.PLASTERBOARDCEILINGLININGSWET AREAS.ALLOWFOR'PERFECTANGLE'SQUARESETPLASTER STOPPINGJOINTSTOALLINTERNALCEILINGAREAS.

FLOOR/CEILINGFINISHES: TB.01ͲDENOTESSELECTEDTIMBERFLOORBOARDS. CONͲDENOTESCONCRETEFINISH. FT.01ͲDENOTESSELECTEDFLOORTILES TV.01ͲDENOTESSELECTEDTIMBERVENEER PB.01ͲDENOTESPLASTERBOARD CP.01ͲDENOTESSELECTEDCARPETFINISH

FENCE. FLOORTYPE1.CONCRETESLABTOSTRUCTURALENGINEERS DRAWINGS. FLOORTYPE2.TIMBERFLOORINGONCONCRETESLABTO STRUCTURALENGINEERSDRAWINGS. FLOORTYPE3.TIMBERFLOORINGONTIMBERJOISTTO STRUCTURALENGINEERSDRAWINGSANDMANUFACTURER'S INSTALLATIONGUIDELINES. FLOORTYPE4.TIMBERDECKINGONTIMBERPOST.

GARAGEDOORS: SELECTEDTIMBERSTYLEFINISHSECTIONALPANELͲLIFTGARAGEDOORS. GUTTERS,DOWNPIPESFLASHINGS&THELIKE: SELECTED"COLORBOND"TYPE. ROOFS: SELECTED0.48BMTKLIPLOK402SHEETINGTOBEINSTALLEDASPER MANUFACTURERSSPECIFICATION WINDOW: SELECTEDPOWDERCOATEDALUMINUMTYPE.

ROOFLEGEND

DENOTESTYPICALLY450ØCONCRETEPILEFOOTINGSASPER STRUCTURALENGINEER'SDRAWINGDETAILS& SPECIFICATIONS. RT1 ROOFINGTYPE1.SELECTED0.48mmBMTCOLORBONDSTEEL KLIPͲLOK'ROOFSHEETINGFIXEDTOROOFBATTENSTOSUIT @900mmCTRS.MAX.ONRAFTERSASPERMANUFACTURER &STRUCTURALENGINEER'SDESIGNDETAILS& SPECIFICATIONS.ALLOWFORSARKING&INSULATIONASPER ENERGYRATERSREPORT&TOBEINSTALLEDASPER MANUFACTURER'SDETAILS&SPECIFICATIONS. TILͲ01 TILETYPE(REFERSCH01) WT1 WALLTYPE1.240mmTHICKLOADBEARINGEXTERNAL MASONRYVENEER. WT2 WALLTYPE2.190mmREINFORCEDCONCRETEBLOCK RETAININGWALLSASPERSTRUCTURALENGINEERSDETAILS& SPECIFICATIONS. WT3 WALLTYPE3.110mmBRICKVENEER.50mmCAVITY.90mm LOADBEARINGEXTERNALTIMBERSTUD. WT4 WALLTYPE4.90mmTHICKNONLOADBEARING&LOAD BEARINGINTERNAL&EXTERNALTIMBERSTUD. WT5 WALLTYPE5.90mmTHICKLOADBEARINGEXTERNALTIMBER STUDWALLS,WITHCERTIFIEDANDAPPROVED75mm POLYSTYRENECLADDINGINSTALLEDASPER MANUFACTURER'SDETAILS&SPECIFICATIONS. WT6 WALLTYPE6.90mmTHICKLOADBEARINGINTERNALTIMBER STUDWALLS.30mmCAVITY.70mmSPEEDPANEL.90mmTHICK LOADBEARINGINTERNALTIMBERSTUD. WT7 WALLTYPE7.90mmTHICKLOADBEARINGINTERNALTIMBER STUDWALLS.30mmVERTICALTIMBERBATTEN.18mm HORIZONTALURBANLINEEUROCLAD.COLORTBC.

CT1

350

PCL82.900

RL87.050

RT1

2W12 2FF

CL

BG

WT5

1100

BG

CL

BG CT1

PROPOSED UNIT 1

FIRE RATED WALL

WALLFINISHES: RFͲDENOTESSELECTEDAPPLIEDRENDEREDFINISHTO75MMUNITETEXUNIͲBASENONͲ CAVITYSYSTEMTOMANUFACTURERSDETAILSANDSPECIFICATION FBͲDENOTESSELECTEDRECYCLEDBRICKVENEER BCͲDENOTESSELECTEDCEDARHORIZONTALFINISHINCLEARSTAINEDFINISH MCͲDENOTESBLACKPAINTORBLACKANODIZEDFINISH TMͲDENOTESSELECTEDTIMBERBOARDANDBATTERCLADDINGINCHARCOALSTAIN FINISH RFBͲRENDEREDBRICKWORK

Section 1 1 : 50

DP SP S SO RH

ͲDENOTES'COLORBOND'DOWNPIPES. ͲDENOTES'COLORBOND'SPREADERDOWNPIPES. ͲDENOTESSUMPPIT. ͲDENOTESSUMPPITANDOVERFLOW ͲDENOTESCUSTOMFOLDED'COLORBOND'RAINHEAD. ͲDENOTESDIRECTIONOFFALLOFBOXGUTTERTODOWNPIPE. NOTE: ALLOWFORALLBOXGUTTERS,PARAPETANDGENERALROOFINGCAPPING'S, FLASHING'SASREQUIREDTHROUGHOUT,(TOBECONSTRUCTED0.48mmBMT SELECTEDKLIPLOKSHEETING).

1

PROPOSED UNIT 1

WD005

RT1 WT5

RL 87.05

WT5

WT4

3050

1W12 1FF

MASTERBED

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

UNIT2GARAGE

WT4

1D02 1GF

UNIT1ENTRANCE

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

UNIT1FIRSTFLOORHALLWAY

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

RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION.

APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION.

APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

PILE

PILE

EB1

UNIT 2 GARAGE FLOOR FFL 79.80

850

FFL 80.55

UNIT 3 GROUND FLOOR FFL 80.00

ͲCEILINGS(UNIT1,2&3):R5.0BULKINSULATIONINTHECEILINGANDSARKINGTOTHE ROOFEXCLUDINGTHEGARAGE. ͲFLOORS(UNIT1&2):NOINSULATIONREQUIRED. ͲFLOORS(UNIT3):(RATINGHASBEENCONDUCTEDWITHRATINGR1.0BEINGADDED TOARAFTSLAB.IFTHISISNOTTHECASE,AREͲRATINGWILLNEEDTOOCCUR)

Section 2 1 : 50

NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING

ͲWALLS(UNIT1):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS ANDEACHSIDEOFTHEPARTYWALLSADJOININGUNIT2. ͲWALLS(UNIT2):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS ANDEACHSIDEOFTHEPARTYWALLSADJOININGUNIT1. ͲWALLS(UNIT3):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS.


FINISHESLEGEND TAG BC BF BG CT1

DP FEN FT1 FT4 MC2

FINISHESLEGEND

DESCRIPTION

TAG PILE

DENOTESSELECTEDCEDARCLADDING.155X18mm HORIZONTALURBANLINEEUROCLAD.COLORTBC. BRICKFACEFINISH BOXGUTTER CEILINGTYPE1.TYPICALLY10MMPLASTERBOARDCEILING LININGSON"RONDO"(ORSIMILARAPPROVED)25MMMETAL CEILINGBATTENSFIXED450MMCTRS.MAX.TOUNDERSIDE OFFLOORTRUSSES/JOISTS,TIMBERRAFTERS&TRIMMERSAS PERMANUFACTURER'SDETAILS&SPECIFICATIONS.ALLOWTO PROVIDE10MMW.R.PLASTERBOARDCEILINGLININGSWET AREAS.ALLOWFOR'PERFECTANGLE'SQUARESETPLASTER STOPPINGJOINTSTOALLINTERNALCEILINGAREAS. DOWNPIPE FENCE. FLOORTYPE1.CONCRETESLABTOSTRUCTURALENGINEERS DRAWINGS. FLOORTYPE4.TIMBERDECKINGONTIMBERPOST. METALCLADDINGTYPE2.COLORBONDFLATMETAL CLADDINGONMARINEPLYSUBSTRATE.

RF RT1

RWH TF02 TMD WT1 WT2

WT4

MF01

SCHEDULEOFFINISHES

DESCRIPTION DENOTESTYPICALLY450ØCONCRETEPILEFOOTINGSASPER STRUCTURALENGINEER'SDRAWINGDETAILS& SPECIFICATIONS. RENDERFINISH ROOFINGTYPE1.SELECTED0.48mmBMTCOLORBONDSTEEL KLIPͲLOK'ROOFSHEETINGFIXEDTOROOFBATTENSTOSUIT @900mmCTRS.MAX.ONRAFTERSASPERMANUFACTURER &STRUCTURALENGINEER'SDESIGNDETAILS& SPECIFICATIONS.ALLOWFORSARKING&INSULATIONASPER ENERGYRATERSREPORT&TOBEINSTALLEDASPER MANUFACTURER'SDETAILS&SPECIFICATIONS. RAINWATERHEAD.COLOURBOND.COLOURTBC

WALLFINISHES: RFͲDENOTESSELECTEDAPPLIEDRENDEREDFINISHTO75MMUNITETEXUNIͲBASENONͲ CAVITYSYSTEMTOMANUFACTURERSDETAILSANDSPECIFICATION FBͲDENOTESSELECTEDRECYCLEDBRICKVENEER BCͲDENOTESSELECTEDCEDARHORIZONTALFINISHINCLEARSTAINEDFINISH MCͲDENOTESBLACKPAINTORBLACKANODIZEDFINISH TMͲDENOTESSELECTEDTIMBERBOARDANDBATTERCLADDINGINCHARCOALSTAIN FINISH RFBͲRENDEREDBRICKWORK FLOOR/CEILINGFINISHES: TB.01ͲDENOTESSELECTEDTIMBERFLOORBOARDS. CONͲDENOTESCONCRETEFINISH. FT.01ͲDENOTESSELECTEDFLOORTILES TV.01ͲDENOTESSELECTEDTIMBERVENEER PB.01ͲDENOTESPLASTERBOARD CP.01ͲDENOTESSELECTEDCARPETFINISH GARAGEDOORS: SELECTEDTIMBERSTYLEFINISHSECTIONALPANELͲLIFTGARAGEDOORS.

WALLTYPE1.240mmTHICKLOADBEARINGEXTERNAL MASONRYVENEER. WALLTYPE2.190mmREINFORCEDCONCRETEBLOCK RETAININGWALLSASPERSTRUCTURALENGINEERSDETAILS& SPECIFICATIONS. WALLTYPE4.90mmTHICKNONLOADBEARING&LOAD BEARINGINTERNAL&EXTERNALTIMBERSTUD.

GUTTERS,DOWNPIPESFLASHINGS&THELIKE: SELECTED"COLORBOND"TYPE. ROOFS: SELECTED0.48BMTKLIPLOK402SHEETINGTOBEINSTALLEDASPER MANUFACTURERSSPECIFICATION WINDOW: SELECTEDPOWDERCOATEDALUMINUMTYPE.

ROOFLEGEND DP SP S SO RH

ͲDENOTES'COLORBOND'DOWNPIPES. ͲDENOTES'COLORBOND'SPREADERDOWNPIPES. ͲDENOTESSUMPPIT. ͲDENOTESSUMPPITANDOVERFLOW ͲDENOTESCUSTOMFOLDED'COLORBOND'RAINHEAD. ͲDENOTESDIRECTIONOFFALLOFBOXGUTTERTODOWNPIPE. NOTE: ALLOWFORALLBOXGUTTERS,PARAPETANDGENERALROOFINGCAPPING'S, FLASHING'SASREQUIREDTHROUGHOUT,(TOBECONSTRUCTED0.48mmBMT SELECTEDKLIPLOKSHEETING).

1 WD005

PROPOSED UNIT 2

?

610

PROPOSED UNIT 3

BG

RT1

MC2

RF

2W13 2FF

CL

CL

TF02

RF BC

TMD

MASTERBED

BATH

310DEEPPRYDAFLOOR TRUSSESAT450CTS.REFERTO ENGINEER'SSPECIFICATION ANDMANUFACTURER'S INSTALLATIONGUIDELINES.

310DEEPPRYDAFLOOR TRUSSESAT450CTS.REFERTO ENGINEER'SSPECIFICATION ANDMANUFACTURER'S INSTALLATIONGUIDELINES.

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

UNIT3GARAGE

WT1

2D01 2GF

2D03 2GF

WT2 FT4

WT2

WT4

3D03 3GF

UNIT 2 GROUND FLOOR 80.200

FT4

APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

PILE

PILE

PILE

RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION.

PILE

PILE

FT1 WT2

PILE

850

850

FT4

RAFTFOOTINGSASPERENGINEER'S DESIGNANDSPECIFICATION. APPLYCONTINOUSTERMITETREATMENT TOPERIMETEROFSLABSANDSLAB PENETRATIONSINCOMPLIANCEWITH AS3660.1ANDPART3.1.3OFTHENCC

Section 3 1 : 50

NOTES: CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING WORK OR PREPARING SHOP DRAWINGS. DO NOT SCALE DRAWING

ͲCEILINGS(UNIT1,2&3):R5.0BULKINSULATIONINTHECEILINGANDSARKINGTOTHE ROOFEXCLUDINGTHEGARAGE. ͲFLOORS(UNIT1&2):NOINSULATIONREQUIRED. ͲFLOORS(UNIT3):(RATINGHASBEENCONDUCTEDWITHRATINGR1.0BEINGADDED TOARAFTSLAB.IFTHISISNOTTHECASE,AREͲRATINGWILLNEEDTOOCCUR) ͲWALLS(UNIT1):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS ANDEACHSIDEOFTHEPARTYWALLSADJOININGUNIT2. ͲWALLS(UNIT2):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS ANDEACHSIDEOFTHEPARTYWALLSADJOININGUNIT1. ͲWALLS(UNIT3):R2.5BULKINSULATIONWITH1LAYEROFBREATHABLEMEMBRANE WRAPTOALLTHEEXTERNALWALLSEXCLUDINGTHEGARAGE. R2.5BULKINSULATIONINTHEINTERNALGARAGEANDBATHROOMWALLS.


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

UPPERROOFFFL86.450

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

UNIT2FIRSTFLOORCLFFL85.950

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

UNIT1GROUNDFLOORCLFFL83.400

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

UNIT1FIRSTFLOORFFL83.750

- FROSTED GLAZING

UNIT2FIRSTFLOORFFL83.250

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. UNIT1GORUNDFLOORFFL80.700

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.

UNIT2GROUNDFLOORFFL80.200

LIVING 2W05 2GF

Selected commercial natural anodized improved type frame with clear glazing.

2D01 2GF

900 820 300

UNIT2FIRSTFLOORCLFFL85.950

900

720

1530

4290

820

1075

1830

2400

800

1075 260

300

300

700

450

UNIT1GROUNDFLOORCLFFL83.400

UNIT2FIRSTFLOORFFL83.250

150

UNIT1GROUNDFLOORFFL80.700

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 UNIT2GROUNDFLOORFFL80.200

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

UNIT2GROUNDFLOORCLFFL82.900

AW

AW

1W02 1GF

Selected commercial natural anodized improved type frame with clear glazing.

860 290

FG

300

300

600

UNIT2GROUNDFLOORCLFFL82.900

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

UNIT3FIRSTFLOORCLFFL85.750

UNIT3GROUNDFLOORCLFFL82.700

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.

UNIT3GROUNDFLOORCLFFL82.700

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

UNIT3GROUNDFLOORFFL80.000 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

UNIT3GROUNDFLOORCLFFL82.700

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

UNIT3GROUNDFLOORFFL80.000

5.

650

AW

1190

300

AW

1W01 1GF

NOTES: 1.

450

UNIT3FIRSTFLOORFFL83.050

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 UNIT3FIRSTFLOORCLFFL85.750

3D04 3GF

ENTRY

1655

600

UNIT3FIRSTFLOORCLFFL85.750

3D05 3GF

3D06 3GF

3D07 3GF

2000

Door Schedule Unit 3

100

UNIT3FIRSTFLOORFFL83.050 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

MAIL

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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.6

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18 6.

B

GH

GL

S

PO

OL

NC

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18 6. P9

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6.

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96

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96

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1

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11 6.

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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

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0

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W

1 SE 7 8 TB A

8 PA

AR

1

N

23

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CH

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3

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0

m

ar ea (m2 ) S q u ar es 65 7 343 37 163 18

KEYN OTE LEGEN D

CK

FE

EXISTING BUSHES

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

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S ID

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POS

30 .00 ° 30 .00 °

1 1 .0

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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

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6

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96

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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

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8 .1 6. F 14 P 9 6

1 .2

3

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96

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K9

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R9

39 5

CH.

SV

4

96

FP

FP

96

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09

FP

6. K9

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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


22 .2

RT-0 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 30

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

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

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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

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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

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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

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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

6

6

5

8

EG

VE

1

5

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°

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

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

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

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


Draft4go Design Porfolio  

This is our company Porfolio. All of project had been design follow res-code of australia goverment. follow NCC. and had been approved by co...

Draft4go Design Porfolio  

This is our company Porfolio. All of project had been design follow res-code of australia goverment. follow NCC. and had been approved by co...

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