floor plan · timber framing note: provide structural bracing in accordance with as1684 - 2010....

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Page 1: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

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breac

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Page 2: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

19.2337.53

154.04

36.42

ResidenceGarageOutside Liv.Porch

TOTAL 247.22

sqm

FLOOR PLANSCALE 1:100

sqmsqm

sqm

sqm

24100

185105590

24100

181205980

9920

6480

3440

9920

1560

8360

EB

2.1H x 4.8W selected garage door

720

820

masterbedcarpet

wircarpet

hallcarpet

bathtiles

familytimber laminate

diningtimber laminate

kitchentimber laminate

outsideliving

garage86mm step down

bed 2carpet

bed 3carpet

studycarpet

82

0

820

820

820

insitu shr.

1209

3 sld

d

rs

wa

rd

ro

be

linen

TP

TP

TO

WE

LS

82

0 csd

tr

wm

space

ref

space

72

0 csd l'dry

tiles

ens.tiles

wc

entrytimber

laminate

porch

linen

lin

en

wip

insitu shr.

1209

EB

FLOOR PLAN LEGEND:

DP

EB

DPDP DP

DP

DPDPDP

1.8Hx3.0W

TAP

820

sl 1.8Hx1.8W 1.8Hx1.8W 2.1Hx1.8W sld

820

2.1H x 2.4W roller door

1.8

Hx1

.8

W

1.0Hx0.6W

obs safety glass

1.0Hx0.6W

obs

1.8Hx1.8W1.0Hx0.6W

obs safety glass

1.0Hx0.6W1.2Hx2.1W

ubo

dw

space

s

2.1

Hx2

.7

W sld

TO

WE

LS

CJ

ELEVATIONS

2

3

4

1

240

6000

240

3200

90

90

1320

240

788

0240

240

4590

90

810

2390

240

240

2000

2590

90

1610

90

1500

240

240

3500

90

3000

90

1500

90

3000

90

1500

90

5080

90

5500

240

90

6730

90

7620

90

90

2570

90

2570

90

2570

90

8290

90

1520

2401610

901800

90510

903250

90900

901800

901600

905930

2405350

90

901000

90510

901150

90860

903740

240

90

1320

240

4790

90

3000

240

240

3500

90

1400

90 5

10

90

2200

240

240

90 5

10

90

2490

90

1710

240

90

1000

90

1610

90

1500

240

420

br

90x90 post

90x90 posts

dog door

CJCJ

CJ CJ CJ CJ

CJ

CJCJCJ

3 sld

d

rs

wa

rd

ro

be

3 sld

d

rs

wa

rd

ro

be

705

90

705

9090

2x620

3x4

20

820820

with

fa

n

hearth to comply

with ncc part 3.7.3.2

CJ

CJ CJ

2900

1.5

Hx1

.8

W sld

concrete

concrete

86mm step down

86mm step down

820 820

wo

od

h

ea

te

r

EB

CJ

TYPE:

CODE:

PLANS APPROVED:JOB ADDRESS:

DRAWN:

DATE:

TIME:

SCALE: DRAFT No:

© COPYRIGHT IN WHOLE OR IN PART

ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONSBUILDER:

SHEET:

SIGNATURE: ............................................................................................CLIENT

DATE: ............/............/............CLIENT:

ISSUE:

DESIGN TYPE:

REVISION: JOB No:CHECKED:

NO. 625 TANTARABOO ROAD

WILLOMAVIN

02

1:10029/05/2020

2:50 PM

D-06

02 DA-DPAD

JANET CLARKEWAYDON BUILDERS PTY LTD

12 COMMERCIAL DRIVE

WALLAN VIC 3756

03 5783 3700

CUSTOM

20214HONHBI

STL

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

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purpo

se w

hich m

ay

breac

h any

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right.

AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
ELECTRICAL METERBOARD (TBD)
AutoCAD SHX Text
ENGINEER, BUT NOT LIMITED TO,
AutoCAD SHX Text
BEAMS TO BE DESIGNED BY
AutoCAD SHX Text
AS DETERMINED BY ENGINEERS
AutoCAD SHX Text
STRUCTURAL ASSESSMENT.
AutoCAD SHX Text
DOWNPIPE LOCATION
AutoCAD SHX Text
HOT WATER SERVICE
AutoCAD SHX Text
MANHOLE (CEILING ACCESS)
AutoCAD SHX Text
(DISCHARGE TO OUTSIDE AIR)
AutoCAD SHX Text
MH
AutoCAD SHX Text
MSB
AutoCAD SHX Text
hws
AutoCAD SHX Text
SMOKE DETECTOR (INTERCONNECTED)
AutoCAD SHX Text
S
AutoCAD SHX Text
MSB
AutoCAD SHX Text
MH
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
hws
AutoCAD SHX Text
WINDOW LOCATIONS MAY SLIGHTLY DIFFER ON SITE TO WORK BRICK LENGTHS AT THE BUILDERS DISCRETION.
AutoCAD SHX Text
WINDOW LOCATION NOTE:
AutoCAD SHX Text
WINDOWS AND DOOR SIZES SHOWN ARE NOMINAL. BUILDER TO USE WINDOW MANUFACTURERS NEAREST STOCK SIZES.
AutoCAD SHX Text
WINDOW SIZE NOTE:
AutoCAD SHX Text
VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733. ENGINEER'S PLACEMENT OVERRIDES CONSTRUCTION JOINTS ON THIS PLAN.
AutoCAD SHX Text
ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH THE CURRENT NCC & COMPLY WITH AS1684 - 2010.
AutoCAD SHX Text
TIMBER FRAMING NOTE:
AutoCAD SHX Text
DOUBLE GLAZED WINDOWS & DOORS THROUGHOUT.
AutoCAD SHX Text
NOTE:
Page 3: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

2400

86

F.C.L

F.F.L

ELEVATION 1SCALE 1:100

GARAGE F.L

2

2

.

5

°

r

o

o

f

p

it

c

h

selected aluminium sliding

windows throughout

CJCJCJCJCJ DPDPDPDP

f.

selected sheet roof

90x90 posts

selected light weight

horizontal infill to gable end

SCALE 1:100

ELEVATION 3

2400

86

F.C.L

F.F.L

GARAGE F.L

CJCJCJCJCJ DPDPDPDP

2

2

.

5

°

r

o

o

f

p

it

c

h

obscure safety glass

obscure glazing

obscure safety glass

f.

900

sill at bench height

862400

SCALE 1:100

ELEVATION 4

CJDP

2

2

.

5

°

r

o

o

f

p

it

c

h

refer to timber schedule on

page 04 for all lintel sizes

selected face brick

DP DP

F.C.L

F.F.L

GARAGE F.L

SCALE 1:100

ELEVATION 2

CJDP

2

2

.

5

°

r

o

o

f

p

it

c

h

90x90 post

meter box

MSB

gas meter

GAS

nbn

NBN

CJDP DPDP

TYPE:

CODE:

PLANS APPROVED:JOB ADDRESS:

DRAWN:

DATE:

TIME:

SCALE: DRAFT No:

© COPYRIGHT IN WHOLE OR IN PART

ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONSBUILDER:

SHEET:

SIGNATURE: ............................................................................................CLIENT

DATE: ............/............/............CLIENT:

ISSUE:

DESIGN TYPE:

REVISION: JOB No:CHECKED:

NO. 625 TANTARABOO ROAD

WILLOMAVIN

03

1:10029/05/2020

2:50 PM

D-06

03 DA-DPAD

JANET CLARKEWAYDON BUILDERS PTY LTD

12 COMMERCIAL DRIVE

WALLAN VIC 3756

03 5783 3700

CUSTOM

20214HONHBI

STL

CJ

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

AutoCAD SHX Text
WINDOWS AND DOOR SIZES SHOWN ARE NOMINAL. BUILDER TO USE WINDOW MANUFACTURERS NEAREST STOCK SIZES.
AutoCAD SHX Text
WINDOW SIZE NOTE:
AutoCAD SHX Text
WEEP HOLES TO BRICKWORK MUST BE PROVIDED IN THE COURSE IMMEDIATELY ABOVE ANY DAMP PROOF COURSE OR FLASHING AT CTRS. NOT EXCEEDING 1.2m.
AutoCAD SHX Text
ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH THE CURRENT BCA & COMPLY WITH AS1684 - 2010.
AutoCAD SHX Text
TIMBER FRAMING NOTE:
AutoCAD SHX Text
PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010.
AutoCAD SHX Text
VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733. ENGINEER'S PLACEMENT OVERRIDES CONSTRUCTION JOINTS ON THIS PLAN.
Page 4: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

This co

pied d

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ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

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g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

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t mus

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be us

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purpo

se w

hich m

ay

breac

h any

copy

right.

Page 5: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

450mm eave

overhang

2440

C.L

F.L

over

all

pla

tes

study bed 2

2

2

.

5

°

r

o

o

f

p

it

c

h

waffle pod slab to

engineers design

hall

TYPICAL SECTIONSCALE 1:100

timber roof trusses to

manufacturers specifications

selected sheet roof

interior plasterboard wall &

ceiling lining throughout

MAYBE USED AS FOLLOWS:

AS1288-2006 EXCEPT THAT ORDINARY ANNEALED GLASS

SAFETY GLAZING MATERIAL IN ACCORDANCE WITH

ABUTTING FINISHED FLOOR LEVEL SHALL BE GRADE A

PANEL IS LESS THAN 500mm FROM THE HIGHEST

GLAZING WHERE THE LOWEST SIGHT LINE OF THE GLAZING

CLEARLY MARKED WITH SAFETY MARKINGS. ALL FRAMED

WITH AS1288. ALL GLASS SLIDING DOORS SHALL BE

ALL GLAZING SHALL BE CARRIED OUT IN ACCORDANCE

SPECIFICATION:

GRADE

SPACING

MAX

2 POINTS

CONT OVER

2 POINTS

SUPP AT

MAX SPAN

SIZEMEMBER

TOP PLATES - LOADBEARING

35x90

600 600 MGP10

MGP1060060035x90BOTTOM PLATES

MGP106003000300090x35STUDS

135060035x90NOGGINGS

33060035x35ROOF BATTENS - TILED

MAXIMUM GLAZING PANEL AREA STANDARD

NOMINAL THICKNESS

UP TO AND INCLUDING 0.1 sqm 3mm

UP TO AND INCLUDING 0.3 sqm 4mm

UP TO AND INCLUDING 2.0 sqm 5mm

ALL GLAZING TO BE STANDARD NOMINAL THICK CLEAR

ANNEALED UNLESS SHOWN OTHERWISE ON ELEVATIONS.

BUILDER TO PROVIDE TRUSS COMPUTATIONS TO BUILDING

SURVEYOR PRIOR TO FRAME INSPECTION WHEN TRUSSES

ARE NOMINATED ON DRAWINGS.

GLAZING:

WET AREAS:

INSULATION:

TRUSSES:

(FOR TRUSSED ROOF CONSTRUCTION - SHEET OR TILED ROOF)

PROVIDE CERAMIC FLOOR TILES TO ALL WET AREAS AND

CERAMIC WALL TILES TO BEHIND WALLS TO A HEIGHT OF

MIN. 2100mm ABOVE SHOWERS AND MIN. 150mm FOR SINKS,

BASINS ETC. UNLESS OTHERWISE SPECIFIED OR NOTED.

AS NOTED OR AS SPECIFIED IN ENERGY RATING REPORT.

TOP PLATES - NON-LOADBEARING

2/35x90

600 600 MGP10

MGP10

60090035x70ROOF BATTENS - SHEET

BRACING TO BE IN ACCORDANCE WITH AS 1684 - 2010

* TABLE TO BE READ IN CONJUCTION WITH ENGINEERING & WILL NOT TAKE PRECEDENCE

MGP10

MGP10

* N1 & N2 WIND CLASSIFICATION ONLY

* 6.0m MAXIMUM ROOF LOAD WIDTH

TO COMPLY WITH AS 1684 - 2010

FOR SINGLE STOREY CONSTRUCTION ONLY

SCALE 1:10

TYPICAL EAVES DETAIL

vapour permeable wrap on topof battens (min.value 4ug/Ns)

tim

b

e

r

r

o

o

f tr

u

s

s

e

s

ceiling insulation

selected sheet roof on battens

vapour permeable wall wrap

(min.value 4ug/Ns)

selected cornice

plasterboard wall lining

double 90x35 top plates

frames (see energy rating)

90x35 MGP10 insulated walls

plasterboard ceiling lining

on furring channel

'Colorbond'

roof trusses at

22.5° pitch

eaves lining

painted FC sheet19X19 timber quad

450 EAVES OVERHANG

(600MM TO STUD FRAME)

(see energy report)

fascia and gutter

TYPE:

CODE:

PLANS APPROVED:JOB ADDRESS:

DRAWN:

DATE:

TIME:

SCALE: DRAFT No:

© COPYRIGHT IN WHOLE OR IN PART

ALWAYS USE WRITTEN DIMENSIONS.DO NOT SCALE DRAWINGS.

ANY WORK OR MAKING ANY SHOP DRAWINGS.AND LEVELS AT THE JOB PRIOR TO COMMENCINGCONTRACTOR MUST VERIFY ALL DIMENSIONSBUILDER:

SHEET:

SIGNATURE: ............................................................................................CLIENT

DATE: ............/............/............CLIENT:

ISSUE:

DESIGN TYPE:

REVISION: JOB No:CHECKED:

NO. 625 TANTARABOO ROAD

WILLOMAVIN

04

1:10029/05/2020

2:50 PM

D-06

04 DA-DPAD

JANET CLARKEWAYDON BUILDERS PTY LTD

12 COMMERCIAL DRIVE

WALLAN VIC 3756

03 5783 3700

CUSTOM

20214HONHBI

STL

This co

pied d

ocum

ent is

mad

e ava

ilable

for th

e sole

purpo

se

of en

ablin

g its

cons

iderat

ion & re

view as

part o

f a pl

annin

g

proce

ss un

der th

e Plan

ning a

nd Env

ironm

ent A

ct 19

87.

This do

cumen

t mus

t not

be us

ed fo

r any

purpo

se w

hich m

ay

breac

h any

copy

right.

AutoCAD SHX Text
ALL FLASHING TO BE INSTALLED IN ACCORDANCE WITH AS/NZS 2904 - 1995.
AutoCAD SHX Text
WEEP HOLES TO BRICKWORK MUST BE PROVIDED IN THE COURSE IMMEDIATELY ABOVE ANY DAMP PROOF COURSE OR FLASHING AT CTRS. NOT EXCEEDING 1.2m.
AutoCAD SHX Text
PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS 1684 - 2010.
AutoCAD SHX Text
ALL TRUSSES TO BE DESIGNED TO BE SUPPORTED BY ALL EXTERNAL WALLS FOR BOTH DEAD AND WIND LOADS.
AutoCAD SHX Text
TRUSS MANUFACTURER TO NOTE:
AutoCAD SHX Text
STEEL BRICKWORK LINTEL SCHEDULE: REFERENCE: PAGE 23 OF ONE STEEL MANUAL 'STRUCTURAL STEEL IN HOUSING'
AutoCAD SHX Text
B/WORK
AutoCAD SHX Text
500
AutoCAD SHX Text
1000
AutoCAD SHX Text
1500
AutoCAD SHX Text
2000
AutoCAD SHX Text
2500
AutoCAD SHX Text
3000
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
CLEAR SPAN OF OPENINGS (mm)
AutoCAD SHX Text
75X75X6
AutoCAD SHX Text
75X75X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
1200
AutoCAD SHX Text
1000
AutoCAD SHX Text
75X75X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
1500
AutoCAD SHX Text
1200
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
1800
AutoCAD SHX Text
1500
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
2100
AutoCAD SHX Text
1800
AutoCAD SHX Text
75X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
2400
AutoCAD SHX Text
2100
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
2700
AutoCAD SHX Text
2400
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
3000
AutoCAD SHX Text
2700
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
100X100X6
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
ENGINEERED
AutoCAD SHX Text
3300
AutoCAD SHX Text
3000
AutoCAD SHX Text
150X100X10
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
150X90X8
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
FIRST DIMENSION CORRESPONDS TO VERTICAL LINTEL LEG
AutoCAD SHX Text
ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH THE CURRENT BCA & COMPLY WITH AS1684 - 2010.
AutoCAD SHX Text
TIMBER FRAMING NOTE:
AutoCAD SHX Text
LOADBEARING WALLS FOR SHEET ROOF
AutoCAD SHX Text
LINTELS-SUPPORTING SINGLE STOREY OR UPPER STOREY
AutoCAD SHX Text
SPAN
AutoCAD SHX Text
900
AutoCAD SHX Text
1200
AutoCAD SHX Text
1500
AutoCAD SHX Text
1800
AutoCAD SHX Text
2100
AutoCAD SHX Text
2400
AutoCAD SHX Text
3000
AutoCAD SHX Text
3600
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
140X35
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
JAMB STUDS
AutoCAD SHX Text
2/90X35
AutoCAD SHX Text
2/90X35
AutoCAD SHX Text
2/90X45
AutoCAD SHX Text
2/90X45
AutoCAD SHX Text
1/90X45
AutoCAD SHX Text
1/90X45
AutoCAD SHX Text
2/90X35
AutoCAD SHX Text
2/90X35
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
MGP10 PINE
AutoCAD SHX Text
MGP10 PINE
AutoCAD SHX Text
MGP10 PINE
AutoCAD SHX Text
MGP10 PINE
AutoCAD SHX Text
F17 KDHWD
AutoCAD SHX Text
MAX ROOF LOAD WIDTH = 6000 AND 2400 STUD HEIGHT
AutoCAD SHX Text
F17 KDHWD
AutoCAD SHX Text
140X35
AutoCAD SHX Text
150X35
AutoCAD SHX Text
170X35
AutoCAD SHX Text
190X35
AutoCAD SHX Text
240X35
AutoCAD SHX Text
F17 KDHWD
AutoCAD SHX Text
F17 KDHWD
AutoCAD SHX Text
240X42
AutoCAD SHX Text
300X42
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
AutoCAD SHX Text
SMART LVL
Page 6: FLOOR PLAN · TIMBER FRAMING NOTE: PROVIDE STRUCTURAL BRACING IN ACCORDANCE WITH AS1684 - 2010. VERTICAL CONSTRUCTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS3700 & AS4733

ELECTRICAL LEGEND:LIGHT POINT

DOWNLIGHT POINT

WALL MOUNTED LIGHT POINT

EX. FLOOD LIGHT POINT

FLUORESCENT LIGHT POINT

TASTIC COMBINATION

SINGLE POWER POINT

DOUBLE POWER POINT

EX. WEATHERPROOF DOUBLE POWER POINT

EXHAUST FAN

SMOKE DETECTOR INTERCONNECTED

DUCTED HEATING OUTLET (GUIDE ONLY)

MANHOLE (CEILING ACCESS POINT)

ELECTRICAL METERBOARD

TELEVISION POINT

TELECOMMUNICATIONS POINT

CEILING FAN

EX. WEATHERPROOF SINGLE POWER POINT

GARDEN TAP

HOT WATER SYSTEM

DOOR BELL

SPLIT SYSTEM

SPLIT SYSTEM CONDENSER

TRACK LIGHTING

MOVEMENT SENSOR FOR LIGHT

STAIR LIGHT 450MM ABOVE FFL

PENDANT

DUCTED COOLING OUTLET (GUIDE ONLY)

TAP

DATA POINTDATA

H

TV

FAN & LIGHT COMBINATION

C

WATER POINTWATER

W

DPDP DP

DP

DPDPDP

TAP

TV

TV

hotplate power

point in cupboard

ELECTRICAL PLANSCALE 1:100

TYPE:

CODE:

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NO. 625 TANTARABOO ROAD

WILLOMAVIN

05

1:10029/05/2020

2:50 PM

D-06

05 DA-DPAD

JANET CLARKEWAYDON BUILDERS PTY LTD

12 COMMERCIAL DRIVE

WALLAN VIC 3756

03 5783 3700

CUSTOM

20214HONHBI

STL

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ent is

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se

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g its

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iderat

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annin

g

proce

ss un

der th

e Plan

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nd Env

ironm

ent A

ct 19

87.

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t mus

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