1 SHERRIN COURT,WERRIBEE, VIC 3025CLIENT:

CONTENTS:A01 GENERAL NOTESA02 SITE PLANA03 GROUND AND FIRST FLOOR PLAN - UNIT ONEA04 GROUND AND FIRST FLOOR PLAN - UNIT TWOA05 GROUND AND FIRST FLOOR PLAN - UNIT THREEA06 ELEVATIONSA07 ELEVATIONS

A08 SECTIONA09 DETAILSA10 DETAILSA11GROUND FLOOR ELECTRICAL PLANA12 FIRST FLOOR ELECTRICAL PLAN

All materials and work practices shall comply with, but not limited to the BuildingRegulations 2006, National Construction Code Series 2015 Building Code ofAustralia Vol 2 and all relevant current Australian Standards (as amended)referred to therein.

Unless otherwise specified, the term BCA shall refer to National ConstructionCode Series 2015 Building Code of Australia Volume 2.

All materials and construction practice shall meet the Performance Requirementsof the BCA. Where an alternative solution is proposed then, prior toimplementation or installation, it first must be assessed and approved by theRelevant Building Surveyor as meeting the Performance Requirements of theBCA.

Glazing, including safety glazing, shall be installed to a size, type and thickness soas to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of notmore than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.

Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided in accordancewith AS 3740-2010: Waterproofing of Domestic Wet Areas.

These Drawings shall be read in conjunction with any House Energy Rating(HERS) report and shall be constructed in accordance with the stamped plansendorsed by the accredited Thermal Performance Assessor without alteration.

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–with less than 125mm gap between open treads.

All treads, landings and the like to have a slip-resistance classification of P3 orR10 for dry surface conditions and P3 or R11 for wet surface conditions, or anosing strip with a slip-resistance classification of P3 for dry surface conditionsand P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/or Barriers (other than tensioned wire barriers) tobe:–1000mm min. above finished surface level of balconies, landings or the like, and–865mm min. above finished surface level of stair nosing or ramp, and–vertical with less than 125mm gap between, and–any horizontal element within the barrier between 150mm and 760mm abovethe floor must not facilitate climbing where changes in level exceeds 4000mmabove the surface beneath landings, ramps and/or treads.

Wire barrier construction to comply with NCC 2015 BCA Part 3.9.2.3 for Class 1and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 for other Classes ofBuildings.

Top of hand rails to be minimum 865mm vertically above stair nosing and floorsurface of ramps.

Window sizes nominated are nominal only. Actual size may vary according tomanufacturer. Windows to be flashed all around.

Where the building (excludes a detached Class 10) is located in a termite pronearea the building is to be provided with a termite management system.

Concrete stumps:–up to 1400mm long to be 100mm x 100mm (1 No. H.D. Wire)–1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. Wires)–1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. Wires)–100mm x 100mm stumps exceeding 1200mm above ground level to be bracedwhere no perimeter base brickwork provided.

Buildings in marine or other exposure environments shall have masonry units,mortar and all built in components and the like complying with the durabilityrequirements of Table 4.1 of AS 4773.1-2010 ‘Masonry in small buildings’ Part 1:Design.

All stormwater to be taken to the legal point of discharge to the RelevantAuthorities approval.

These drawings shall be read in conjunction with all relevant structural andall other consultants’ drawings/details and with any other written instructionsissued in the course of the contract.

Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.

Figured dimensions take precedence over scaled dimensions.

The Builder shall take all steps necessary to ensure the stability and generalwater tightness of all new and/or existing structures during all works

The Builder and Subcontractors shall check and verify all dimensions, setbacks,levels and specifications and all other relevant documentation prior to thecommencement of any works. Report all discrepancies to this office forclarification.

Installation of all services shall comply with the respective supply authorityrequirements

The Builder and Subcontractor shall ensure that all stormwater drains, sewerpipes and the like are located at a sufficient distance from any buildings footingand/or slab edge beams so as to prevent general moisture penetration,dampness, weakening and undermining of any building and its footing system.

These plans have been prepared for the exclusive use by the Client of [InsertDrafting Service] (‘The Designer’) for the purpose expressly notified to theDesigner. Any other person who uses or relies on these plans without theDesigner’s written consent does so at their own risk and no responsibility isaccepted by the Designer for such use and/or reliance.

The Client and/or the Client’s Builder shall not modify or amend the planswithout the knowledge and consent of [building designer’s name] except wherea Registered Building Surveyor makes minor necessary changes to facilitate theBuilding Permit application and that such changes are promptly reported back to[building designer’s name].

The approval by this office of a substitute material, work practice, variation orthe like is not an authorisation for its use or a contract variation. All variationsmust be accepted by all parties to the agreement and where applicable theRelevant Building Surveyor prior to implementing any variation.

GENERAL NOTES

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

1

Internal General NotesAll materials and work practices shall comply with, but not limited to theBuilding Regulations 2006, National Construction Code Series 2015Building Code of Australia Vol 2 and all relevant current AustralianStandards (as amended) referred to therein

Unless otherwise specified, the term BCA shall refer to NationalConstruction Code Series 2015 Building Code of Australia Volume 2.

All materials and construction practice shall meet the PerformanceRequirements of the BCA. Where an alternative solution is proposed then,prior to implementation or installation, it first must be assessed andapproved by the Relevant Building Surveyor as meeting the PerformanceRequirements of the BCA.

Glazing, including safety glazing, shall be installed to a size, type andthickness so as to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed ofnot more than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.

Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided inaccordance with AS 3740-2010: Waterproofing of Domestic Wet Areas

These Drawings shall be read in conjunction with any House Energy Rating(HERS) report and shall be constructed in accordance with the stampedplans endorsed by the accredited Thermal Performance Assessor withoutalteration.

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–with less than 125mm gap between open treads.

All treads, landings and the like to have a slip-resistance classification of P3or R10 for dry surface conditions and P3 or R11 for wet surface conditions,or a nosing strip with a slip-resistance classification of P3 for dry surfaceconditions and P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/ortreads. Barriers (other than tensioned wire barriers) to be:–1000mm min. above finished surface level of balconies, landings or thelike, and–865mm min. above finished surface level of stair nosing or ramp, and–vertical with less than 125mm gap between, and–any horizontal element within the barrier between 150mm and 760mmabove the floor must not facilitate climbing where changes in levelexceeds 4000mm above the surface beneath landings, ramps and/ortreads.

Wire balustrade construction to comply with NCC 2015 BCA Part 3.9.2.3for Class 1 and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 forother Classes of Buildings.

Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.

Window sizes nominated are nominal only. Actual size may vary accordingto manufacturer. Windows to be flashed all around.

These drawings shall be read in conjunction with all relevant structural andall other consultants’ drawings/details and with any other writteninstructions issued in the course of the contract.

Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.

Figured dimensions take precedence over scaled dimensions.

The Builder shall take all steps necessary to ensure the stability andgeneral water tightness of all new and/or existing structures during allworks.

The Builder and Subcontractors shall check and verify all dimensions,setbacks, levels and specifications and all other relevant documentationprior to the commencement of any works. Report all discrepancies to thisoffice for clarification

Installation of all services shall comply with the respective supply authorityrequirements.

These plans have been prepared for the exclusive use by the Client of[Insert Drafting Service] (‘The Designer’) for the purpose expressly notifiedto the Designer. Any other person who uses or relies on these planswithout the Designer’s written consent does so at their own risk and noresponsibility is accepted by the Designer for such use and/or reliance.

The Client and/or the Client’s Builder shall not modify or amend the planswithout the knowledge and consent of [building designer’s name] exceptwhere a Registered Building Surveyor makes minor necessary changes tofacilitate the Building Permit application and that such changes arepromptly reported back to [building designer’s name].

The approval by this office of a substitute material, work practice,variation or the like is not an authorisation for its use or a contractvariation. All variations must be accepted by all parties to the agreementand where applicable the Relevant Building Surveyor prior toimplementing any variation.

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

2

SITE NOTESSTORM WATER AND SEWER TO BE CONNECTED TOLEGAL POINT OF DISCHARGE IN ACCORDANCE WITHLOCAL AUTHORITIES REQUIREMENTS

PROVIDE CUT - OFF (AGI) DRAIN AS REQUIRED TO BASEOF ANY EXCAVATION AND CONNECT INTO STORMWATER VIA SILT PITS

PROPERTY LAYOUT IS BASED UPON INFORMATIONPROVIDED BY BUILDER OR OWNER AND THEREFOREALL DIMENSIONS, OFFSETS AND DETAILS MUST BEVERIFIED ONSITE PRIOR TO COMMENCING ANYSETOUTS AND OR BUILDING WORKS

LEVELS MUST BE VERIFIED ON SITE TO DETERMINEDEPTH OF EXCAVATIONS AND AFFECTED WALLHEIGHTS PRIOR TO COMMENCING ANY BUILDINGWORKS

BUILDER TO VERIFY ALL DIMENSIONS ON SITE PRIORTO THE COMMENCEMENT OF CONSTRUCTION. ANYDISCREPANCIES TO BE REPORTED TO BUILDINGDESIGNER PRIOR TO SET-OUT FOR RECTIFICATION.

DOWNPIPES (DP) TO APPROX. LOCATION MAX 12MCTS CONNECT TO S/WATER SYS. IN ACCORDANCEWITH LOCAL COUNCIL REQUIREMENTS. ALL S/WATERDRAINS THAT PASS UNDER CONC. SLABS ANDTRAFFICABLE AREAS TO BE LAID IN HEAVY DUTYSEWER PIPE.

BUILDER TO PROVIDE AGI DRAIN TO BASE OF BATTERS/ RETAINING WALLS & WHERE EVER DEEMEDNECESSARY CONNECT TO S/WATER SYSTEM. TYPICAL

SITE SETOUT NOTESREESTABLISHMENT SURVEY & TOWNPLANNING TO BECHECKED PRIOR TO SETTING OUT

RAIN WATER TANK FORSANITARY PLUMBING (RWT)THE RAIN WATER TANK TO HAVE A MINIMUMCAPACITY OF 2000 LITRES AND A MINIMUM ROOFCATCHEMENT AREA OF 50SQM

THE TANK TO BE CONNECTED TO HE SANITARYFLUSHING SYSTEM

THE TANK TO SPECIALIST'S DETAIL AND SPECIFICATIONTHE LOCATION OF THE TANK TO BE SELECTED AT THESITE.

FOR LANDSCAPE DETAIL(PLANTING SCHEDULE,REMOVAL OF TREES ETC) REFER TO THE LANDSCAPEDRAWINGS APPROVED BY COUNCIL

FOR LOCATION OF DOWN PIPES THE LEGAL POINT OFDISCHARGE REFER TO THE DRAINAGE DRAWINGSPREPARED BY THE CONSULTING ENGINEER.

TOWN PLANNING NOTES:

TREE PROTECTION ZONEA SUITABLE TREE PROTECTION ZONE OF 1.0 METERRADIUS WITH BARRIER FENCE MUST BEESTABLISHED AROUND THE STREET TREE ONFOURTH AVE FRONTAGE

THE PROTECTION ZONE MUST BE ENCLOSED USINGA 2 METER HIGH TEMPORARY CYCLONE FENCE ORSIMILAR, WHICH MUST REMAIN IN PLACETHROUGH ALL STAGES OF THE DEVELOPMENT.THISFENCE MUST NOT ENCLOSE THE FOOTPATHWHICH MUST BE KEPT CLEAR FOR PEDESTRIANACCESS AND A SIGN MUST BE ERECTED ON THEFENCE INFORMING THAT THE FENCE IS A 'TREEPROTECTION ZONE'.

THE AREA WITHIN THE TREE PROTECTION ZONEMUST NOT BE DISTURBED BY ANY MEANS(INCLUDING PARKING OF VEHICLES OR STORAGEOF PLANT & EQUIPMENT,MATERIALS,SOIL ORWASTE).

NO EXCAVATION IS ALLOWED WITHIN THE TREEPROTECTION ZONE EXCEPT WITH THE CONSENT OFCOUNCIL'S TOWN PLANNING DEPARTMENT &UNDER THE SUPERVISION OF A QUALIFIEDARBORIST.

OTHER NOTESTHE RIGHT OF WAY TO THE REAR OF THE SITE(CUNNINGHAM LANE) IS TO BE CONSTRUCTED FORA LENGTH OF NO LESS THAN 25 METRES FROM THEOXFORD STREET FOOTPATH, AT THE FULL COST OFTHE OWNER, TO THE SATISFACTION OF THERESPONSIBLE AUTHORITY.

THE DEVELOPMENT AS SHOWN ON THE ENDORSEDPLANS MUST NOT BE ALTERED WITHOUT THEWRITTEN CONSENT OF THE RESPONSIBLEAUTHORITY.

ALL BASIC SERVICES, INCLUDING WATER,ELECTRICITY, GAS, SEWERAGE AND TELEPHONEMUST BE INSTALLED UNDERGROUND ANDLOCATED TO THE SATISFACTION OF THERESPONSIBLE AUTHORITY.

ALL SERVICE PIPES, (EXCLUDING DOWNPIPES),FIXTURES AND FITTINGS MUST BE CONCEALED ONEXPOSED ELEVATIONS TO THE SATISFACTION OFTHE RESPONSIBLE AUTHORITY.

SITE PLANSCALE 1:200

SIGN

POLESIGN

PIT 9.61 (TOP)

GRATED ENTRY

9.80(TOP)

SIDE ENTRY CONCRETECROSSING

CO

NC

RE

TE

CR

OS

SIN

G

ELECTRICITY GRASS NATURE STRIP PIT

TELSTRA

JUNCTION PIT10.12 (TOP)

CONCRETE FOOTPATH

SLEEPERWALL

CO

NC

RE

TE

FO

OT

PA

TH

GR

AS

S N

AT

UR

E S

TR

IP

TELSTRA PIT

INV

ER

TO

F C

ON

CR

ET

E K

ER

B

(BIT

UM

EN

RO

AD

)

CONCRETECROSSING

1.9m PALINGS

2m P

ALIN

GS

NOT FENCED

NO

T F

EN

CE

D

300mm

w i d e z i n c a l u m

e b o x g u t t e r

300mm

w i d e z i n c a l u m

e b o x g u t t e r

300mm w i d e b o x g u t t e r

no. 2 (sherrin court)existing single storey

brick residenceconcrete- pitched roof

S

E

T

R

I

S

E

S

U

M

M

E

R

S

E

T

R

I

S

E

P

A

T

H

2

0

°

3

0

°

N

W

N

E

SE

SW

E

W

S

NT

itle

Sunblinds, verandahs, porches, eaves, fascias, gutters, masonry chimneys,flues, pipes, domestic fuel or water tanks, and heating or cooling equipment orother services may encroach not more than 0.5 metres into the setbackspursuant to Standard B17 at Clause 55 of the Wyndham Planning Scheme.

NOTES:All plant and equipment (including air conditioning units, heating units, hotwatersystems, etc.) which is proposed to be located externally identified on the plans.Mechanical ventilation systems and air conditioning units are to be suitably located sothey do not cause a nuisance under the provisions of the Public Health and WellbeingAct 2008.

(BITUMEN ROAD)

300mm w i d e b o x g u t t e r

W

IN

TE

R

SU

N

P

A

TH

dwel

ling

1dwel

ling

3

dwel

ling

2

3000

litre

wat

er ta

nk2.

6mØ

x 2.1

30m

(H)

3000 litre water tank2.6mØ x 2.130m(H)

3000

litre

wat

er ta

nk2.

6mØ

x 2.1

30m

(H)

DP

DP

DP

DP

DP

DP

DP

DP

DP

DP

DPDPDP

DP

DP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

22.5° PITCH

22.5° PITCH 22.5° PITCH

22.5° PITCH

22.5° PITCH

22.5° PITCH

22.5

° PIT

CH

22.5

° PIT

CH

22.5

° PIT

CH

22.5

° PIT

CH

22.5

° PIT

CH

22.5

° PIT

CH

FIR

ST

F

LO

OR

F

RO

NT

S

ET

BA

CK

FIR

ST

F

LO

OR

F

RO

NT

S

ET

BA

CK

FIR

ST

F

LO

OR

F

RO

NT

S

ET

BA

CK

FIRST FLOOR FRONT SETBACK

FIRST FLOOR FRONT SETBACK

FIR

ST

F

LO

OR

SID

E S

ET

BA

CK

FIR

ST

F

LO

OR

SID

E S

ET

BA

CK

GROUND FLOOR FRONT SETBACK

GARAGE FRONT SETBACK

GR

OU

ND

F

LO

OR

FR

ON

T S

ET

BA

CK

GA

RA

GE

SE

TB

AC

K

GA

RA

GE

SE

TB

AC

K

p.o.s: 40.0m2s.p.o.s: 26m2

p.o.s: 40.0m2s.p.o.s: 25m2

p.o.s: 41.6m2s.p.o.s: 35m2

GR

OU

ND

F

LO

OR

SID

E S

ET

BA

CK

GR

OU

ND

F

LO

OR

SID

E S

ET

BA

CK

CONCRETEDRVEWAY

CONCRETEDRVEWAY

CONCRETEDRVEWAY

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

bedroom 2

built in robe

bedroom 3

built in robe

b a t h

s h o w e r

bathroom

wc

AREAS UNIT 1

GROUND FLOOR: 82.9900

sq.m

8.93

sqrs

GARAGE: 23.8300

sq.m

2.57

sqrs

PORCH: 4.0700

sq.m

0.44

sqrs

FIRST FLOOR: 47.7700

sq.m

5.14

sqrs

TOTAL: 158.66

sq.m

17.08

sqrs

909 4270 600

1999 3180 600

46

85

22

70

34

90

46

10

49

2

62

75

32

55

91

5

10

44

5

90

10

00

90

35

05

90

50

0

90

91

09

0

50

0

90

34

00

90

BE

DR

OO

MW

CB

ED

RO

OM

40

95

39

90

61

85

30

00

90

BA

TH

90 4090 90

1000 90 3000

BEDROOM

980 90 2530 90

90 1909 90 3000 90

BEDROOMBATH

980 90 2530 90

A

A1

0

1234567891011

12

13141516

820

820

820

720

W1

W2

W3

W4

W5

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

3

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

porch

ens

s h o w e r

garage

Unit 1

bedroom 1

built in robe

dryer

above

w/mach

ine

l'dry

meals

fridge

pantry

kitchen

living

entry

6340

5840 500

13

78

13

33

3

17

11

4

22

03

54

09

09

69

12

40

GA

RA

GE

10

00

90

45

11

90

40

00

90

32

43

24

0

220 5890 230

240 1746 24090 2623 1402

L'DRY STAIRS

GARAGE

240

500

90 3020 90 1660 240

BEDROOM ENS

5860 240

617

668 350

47

03

06

04

70

A

A1

0

1234567891011

12

13

2100H

X

2700W

PA

NE

L LIF

T D

OO

R

RE

MO

TE

O

PE

NIN

G

820

720

820

720CSD

4x380 BI

FOLD

820

720C

SD

FFL : 10.028

172MM

STEPDOWN

FFL : 10.20

D1

W1

W2

W3

W4W5

D2

D3

W6

A

A1

0

6340

L'D

RY

LIV

IN

GK

IT

CH

EN

BE

D 1

39

90

3146

deck

gate

GROUND ANDFIRST FLOOR PLANUNIT ONESCALE 1:100

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

4

living

deck

meals

garageUNIT 2

porch

fridge

pantry

bedroom 1

kitchen

dryer above

w/machine

ens

s h o w e r

w.i.r

entry

wc

l'dry

linen

up

bedroom 2

built in robe

bedroom 3

built in robe

b a t h

s h o w e r

bathroom

wc

2140 7143 3450

12733

12733

9283 3450

17

11

4

41

00

36

84

83

30

10

00

27

59

35

90

90

09

01

80

09

04

00

02

40

BE

DR

OO

MW

IR

WC

24

04

56

45

13

0

ME

AL

S

90

16

60

L'D

RY

KIT

CH

EN

59

34

90

36

60

18

50

ST

AIR

SL

IV

IN

G

22

06

29

02

30

GA

RA

GE

67

40

15

00

37

11

265 2982 90 2136 90 1100 90 2290 240

BEDROOM L'DRY LINEN ENTRY

1382 90 1510 4616 90

WIR

ENS

2982 800 4906 90 3390 210

GARAGE

470 2893 470

35

06

50

240 6663 240

265 2025 90 90 3390 210

WC GARAGE

AREAS UNIT 2

GROUND FLOOR: 101.1100

sq.m

10.88

sqrs

GARAGE: 24.8700

sq.m

2.68

sqrs

PORCH: 3.8300

sq.m

0.41

sqrs

FIRST FLOOR: 43.3500

sq.m

4.67

sqrs

TOTAL: 173.16

sq.m

18.64

sqrs

1160 800

5987

1415 4570

10

49

2

23

27

42

70

38

95

81

65

90

30

00

90

10

00

90

BE

DR

OO

MW

C

19

30

90

98

0

50

0

90

32

15

90

30

00

38

05

BE

DR

OO

MB

AT

H

48

95

90 3220 90

500

90 1907 90

BEDROOM BATH

3810

1932 90 3785

WC

90 3300 90 1000 90

BEDROOM

1930 90 1280

A

A1

0

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

12345678910111213141516

2345678910111213141516

3217

3235

36

00

73

8

28

62

2100H X 2700W

PANEL LIFT DOOR

REMOTE OPENING

720

720

720

720

720C

SD

820

720C

SD

720C

SD

FFL : 10.20

FFL : 10.028

172MM

STEPDOWN

820

820

720

820

D1

W1W2W3

W4

D2

D3

W1

W2

W3

W4W5

GROUND ANDFIRST FLOOR PLANUNIT TWOSCALE 1:100

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

5

porch

living

s h o w e rbuilt in robe

ens dryer

above

w/mach

ine

l'dry

bedroom 1

entry

garage

UNIT 3

deck

binrycl

meals

s h o w e r

up

fridgepantry

bedroom 2

built in robe

b a t h

s h o w e r

bathroom

bedroom 3

built in robe

wc

study

10200

1000 9200

10200

5560 3500 1140

12

51

4

65

24

59

90

12

51

4

41

29

83

85

240 8720 240

4080 90 3650 265

GARAGE

240 3000 90 1990 240

BEDROOM ENTRY

900 90 2010 1000 90 900 90

3000

GARAGE

24

02

22

09

03

20

02

40

BE

DR

OO

ME

NS

90

16

30

90

50

0

24

06

43

4

24

03

85

49

06

60

02

30

LIV

IN

GG

AR

AG

E

53

94

90

95

09

01

83

09

01

74

01

85

02

40

L'D

RY

AREAS UNIT 3

GROUND FLOOR: 80.5000

sq.m

8.67

sqrs

GARAGE: 26.6400

sq.m

2.87

sqrs

PORCH: 2.5600

sq.m

0.28

sqrs

FIRST FLOOR: 51.5800

sq.m

5.55

sqrs

TOTAL: 161.28

sq.m

17.36

sqrs

6670

6670

3596 3074

83

75

83

75

69

85

13

90

90 3200 90 3200 90

BEDROOM BEDROOM

1930 90 1180 1180 90 1930

90 2326 90 1000 90 2984 90

4600 90 1800

90

30

70

90

50

0

90

44

45

90

36

60

10

50

33

95

STUDY BATH

BE

DR

OO

MS

TU

DY

90

30

70

90

50

0

90

10

57

90

19

08

90

WC

BA

TH

36

60

BE

DR

OO

M

A

A1

0

A

A1

0

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

12345678910111213141516

45678910111213141516

2100H X 2700W

PANEL LIFT DOOR

REMOTE OPENING

6536

36

00

FFL : 10.028

172MM

STEPDOWN

FFL : 10.20

720C

SD

720C

SD

820

820

4x380 B

I

FO

LD

820

820

720

720

D1W1W2

W3

D2

D3

W1W2

W3 W4

W5

W6

GROUND ANDFIRST FLOOR PLANUNIT THREESCALE 1:100

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

6

selected Boral 'mocha' bricknatural ground line

ceiling line

ground floor line

first floor line

ceiling line

b o

u n

d a

r y

l i n

e

b o

u n

d a

r y

l i n

e

proposed east elevation(front elevation) scale: 1 : 1 0 0

b o

u n

d a

r y

l i n

e

natural ground line

ceiling line

ground floor line

first floor line

ceiling line

b o

u n

d a

r y

l i n

e

proposed south elevation(side elevation) scale: 1 : 1 0 0

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

23% roof pitch - colorbond 'woodland grey'

23% roof pitch - colorbond 'woodland grey'

23% roof pitch - colorbond 'woodland grey'

selected Boral 'mocha' brick selected Boral 'mocha' brick selected Boral 'mocha' brick

selected render finish ''evening haze''selected render finish ''evening haze''

selected render finish ''evening haze''

2100H X 2700W

PANEL LIFT DOOR

REMOTE OPENING

2100H X 2700W

PANEL LIFT DOOR

REMOTE OPENING

2100H X 2700W

PANEL LIFT DOOR

REMOTE OPENING

DWELLING 1

DWELLING 1DWELLING 2DWELLING 3

W3 W2 W1

W1W2W3

D1

D1 D1

W1W2

W1

W2

W3 W2

W1

W1

W2

W4

W4W5

WINDOW SCHEDULE UNIT 1UNIT 1 GROUND FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW4 600 2100 AWNING ALUMINIUM WINDOW (OBS) BRICK VENEERW5 600 1810 AWNING ALUMINIUM WINDOW BRICK VENEERW6 900 610 AWNING ALUMINIUM WINDOW BRICK VENEER

UNIT 1 FIRST FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW2 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW3 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW4 600 1200 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 900 1810 AWNING ALUMINIUM WINDOW LIGHT WEIGHT

DOOR SCHEDULE UNIT 1NO. HEIGHT WIDTH TYPE WALL TYPE

D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER

D2 2100 2800 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 820 REAR GARAGE DOOR BRICK VENEER

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

7

ceiling line

ground floor line

first floor line

ceiling line

b o

u n

d a

r y

l i n

e

b o

u n

d a

r y

l i n

e

obscure glazing 1.7m above FFL

obscure glazing 1.7m above FFL

proposed north elevation(side elevation) scale: 1 : 1 0 0

natural ground line

ceiling line

ground floor line

first floor line

ceiling line

b o

u n

d a

r y

l i n

e

b o

u n

d a

r y

l i n

e

proposed west elevation(rear elevation) scale: 1 : 1 0 0

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

23% roof pitch - colorbond 'woodland grey'

23% roof pitch - colorbond 'woodland grey'

23% roof pitch - colorbond 'woodland grey'

selected Boral 'mocha' brick

selected Boral 'mocha' brick selected Boral 'mocha' brick

DWELLING 3

DWELLING 3DWELLING 2DWELLING 1

D3

D2

D3

W5

W4

W4

W4

W3

W3

D3

WINDOW SCHEDULE UNIT 2UNIT 2 GROUND FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 600 910 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW4 1500 610 AWNING ALUMINIUM WINDOW (OBS) BRICK VENEER

UNIT 2 FIRST FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1500 610 FIXED ALUMINIUM WINDOW LIGHT WEIGHTW2 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW4 900 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 400 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHT

DOOR SCHEDULE UNIT 2NO. HEIGHT WIDTH TYPE WALL TYPE

D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER

D2 2100 2170 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 4500 ENTERTAINER SLIDING DOORS BRICK VENEER

WINDOW SCHEDULE UNIT 3UNIT 3 GROUND FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEER

UNIT 3 FIRST FLOOR

NO. HEIGHT WIDTH TYPE WALL TYPEW1 1500 610 FIXED ALUMINIUM WINDOW LIGHT WEIGHTW2 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 900 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW4 400 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW6 600 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHT

DOOR SCHEDULE UNIT 3NO. HEIGHT WIDTH TYPE WALL TYPE

D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER

D2 2100 2170 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 4500 ENTERTAINER SLIDING DOORS BRICK VENEER

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

8

TIMBER FRAMING SCHEDULESIZES FOR SINGLE OR UPPER STOREY CONSTRUCTION

MEMBER SIZE SUPP AT2 POINTS

CONT. OVER2 SPANS

MAXSPACING

MAX. STRESSGRADE

BOTTOM PLATE 90X45 600 600 F5TOP PLATE 90X45 600 600 F5

STUDS - COMMON 90X3590X3590X45

240027003000

240027003000

600600450

F5F5F5

STUDS - AT SIDESOF OPENINGS

90X4590X7090X7090X9090X90

24002400270027003000

24002400270027003000

11503000180027001500

F5F5F5F5F5

LINTELS (REFERTRUSS DESIGN)

90X35140X35190X35240X35240X45290X45

130019002400300032003600

F17F17F17F17F17F17

NOGGINGS 90X45 70X35 F5BRACING 90X45 METAL STRAP -

REFER A.S.1684

ROOF BATTENS 75X38 F8

ceiling line

ground floor line

first floor line

ceiling line

b o

u n

d a

r y

l i n

e

b o

u n

d a

r y

l i n

e

STUDY BATH BEDROOM BEDROOMBATH

KITCHEN MEALS

CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS

ENSUITE

GARAGE

WIR ENS KITCHEN

GARAGE

PROVIDE R3.5 INSULATION BATTS

TO CEILING. TYPICAL

COLORBOND ROOFING

AT 22.5° PITCH

UNIT 1UNIT 2UNIT 3

SECTION A-ASCALE 1:100

TRUSS ROOF MANUFACTURERS SPECIFICATIONSTO BE PROVIDED PRIOR TO THE ERECTION OF LOAD BEARING POINTS I.E. LINTELS, STUDS SUPPORTINGCONCENTRATED LOADS TO BE DESIGNED BY TRUSS MANUFACTURER AND/OR STRUCTURALENGINEER.IF STRUCTURAL DESIGN WAS PROVIDED THAN DESIGN ENGINEER TO VERIFY TRUSSLOCATIONS AND DESIGN FOR LOAD BEARING POINTS AS REQUIRED.

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

9

Weep holes @1200 ctrs max.FFL

SCALE: 1:20

Flashing / DPC

172

Cut level

FGL

150

Backfill

SLAB REBATE DETAIL

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

10

EXTERNAL WALL FLASHING DETAIL

240 Tread min.

88

5m

in

19

0

ma

x. R

ise

r

VERTICAL CORNER FLASHING

CAULK PLASTERBOARD WITH BORAL

PLASTERBOARD WET AREA SEALANT

AROUND PLUMBING PENETRATIONS

TIMBER STUDS @ 600mm MAX. CENTRES

10mm OR 13mm BORAL WET AREA PLASTERBOARD

( 13mm OR 16mm WET AREA FIRESTOP FOR

FIRE RATED WALLS )

JOINT TREATMENT:

1 - BASEBOND 60 OR 90 OR B300 JOINT CEMENT

TREATMENT OVER PAPER TAPE WITH AN APPROVED

SEALER, EG. DAVCO DAMPFLEX, AGA SUPERFLEX 1

PAINTED OVER THE ENTIRE FINISHED BOARD SURFACE (SHOWER

AREA ONLY ) PRIOR TO TILE APPLICATION ( THE APPLICATION OF A

SEALER IS NOT REQUIRED WHERE AN CSIRO APPRAISALS APPROVED

SHOWER MEMBRANE IS APPLIED OVER FULL HEIGHT OF

SHOWER )

OR

CERAMIC WALL TILES ON TYPE 1

ORGANIC BASED WALL TILE ADHESIVE.

CSIRO APPRAISALS APPROVED IN-SITU MEMBRANE INTERNAL TRAY

APPLIED TO SHOWER BASE AND PLASTERBOARD WALL

LINING BY AN APPROVED INSTALLER.

MASKING TAPE TO HOLD ROD IN PLACE, BY TRAY INSTALLER

OPTIONAL FOAM PLASTIC ROD USED AS A BOND BREAKER,

BY TRAY INSTALLER.

2 - BORAL WET AREA TAPING CEMENT JOINT

TREATMENT OVER PAPER TAPE ( A SEALANT IS

NOT REQUIRED TO BE USED OVER PLASTERBOARD )

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

11

- POSITIONS INDICITIVE ONLY

SPECIAL/ADDITIONAL ITEMS

EQUIPMENT

SERVICES

ELECTRICAL LEGEND

(RELATING TO FLOORS ON THIS SHEET ONLY)

BATTEN HOLDER INTERNAL

WALL MOUNTED BATTEN

HOLDER EXTERNAL

LED VOLTAGE DOWNLIGHT

STAIR LIGHTS

BATTEN HOLDER EXTERNAL

SINGLE G.P.O. 300 HIGH

DOUBLE G.P.O. 300 HIGH

SINGLE G.P.O 1100 HIGH

DOUBLE G.P.O 1100 HIGH

SINGLE G.P.O IN CEILING

EXHAUST FAN

SMOKE ALARM

DOUBLE EXTERNAL G.P.O.

T.V.

EXTERNAL WATER TAPTap

MB

GAS

HWS

METER BOX

GAS METER

HOT WATER SYSTEM

600 SINGLE FLOURESCENT WITH

OPAL DIFFUSER

600 DOUBLE FLOURESCENT WITH

OPAL DIFFUSER

TELEPHONE POINT

ALARM SENSORS

IXL TASTIC HEATER/FAN/LIGHTS

EVAPORATIVE COOLING POINTS

DUCTED HEATING POINT

(APPROX. POSITION)

THERMOSTAT

600 x 600 MAN HOLE (APPROX.

POSITION)

SOLAR HOT WATER SERVICE GAS ELECTRIC

WALL FURNACE

CENTRAL HEATING

HOT PLATE

WALL OVEN

UBO (under bench oven)

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

DISHWASHER POINT

EXHAUST FANS

RANGE HOOD

SPA BATH

VACUUM SYSTEM

YES NO

YESNO

YES NO

YESNO

YES NO

YES NO

ALARM SYSTEM

SINGLE EXTERNAL G.P.O.

ELECTRICAL PLAN - GROUND FLOORSCALE 1:100

porch

porch

ens

s h o w e r

living

living

s h o w e rbuilt in robe

ens dryer

above

w/mach

ine

l'dry

bedroom 1

entry

garage

garage

UNIT 1

UNIT 3

bedroom 1

deck

deck

deck

built in robe

dryer

above

w/mach

ine

l'dry

meals

fridge

pantry

kitchen

living

binrycl

meals

meals

binrycl

entry

garage

UNIT 2

porch

fridge

pantry

bedroom 1

kitchen

dryer above

w/machine

ens

s h o w e r

w.i.r

entry

wc

l'dry

linen

upup

fridgepantry

gate

2-W

AY

S

WIT

CH

2-W

AY

S

WIT

CH

2-WAY SWITCH

2-W

AY

S

WIT

CH

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016

BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY

JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER

SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER

DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE

SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT

COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS

SIGNED BY DRAFTSPERSON.

BY. DATE. DESCRIPTION.REV.

36 MASON STREET NEWPORT, 3015

P. 9391 0023 E. dajvis@meraq.com.au

ABN. 85146959775

MERAQ PROJECTS

(CAD) A1

#

12

- POSITIONS INDICITIVE ONLY

SPECIAL/ADDITIONAL ITEMS

EQUIPMENT

SERVICES

ELECTRICAL LEGEND

(RELATING TO FLOORS ON THIS SHEET ONLY)

BATTEN HOLDER INTERNAL

WALL MOUNTED BATTEN

HOLDER EXTERNAL

LED VOLTAGE DOWNLIGHT

STAIR LIGHTS

BATTEN HOLDER EXTERNAL

SINGLE G.P.O. 300 HIGH

DOUBLE G.P.O. 300 HIGH

SINGLE G.P.O 1100 HIGH

DOUBLE G.P.O 1100 HIGH

SINGLE G.P.O IN CEILING

EXHAUST FAN

SMOKE ALARM

DOUBLE EXTERNAL G.P.O.

T.V.

EXTERNAL WATER TAPTap

MB

GAS

HWS

METER BOX

GAS METER

HOT WATER SYSTEM

600 SINGLE FLOURESCENT WITH

OPAL DIFFUSER

600 DOUBLE FLOURESCENT WITH

OPAL DIFFUSER

TELEPHONE POINT

ALARM SENSORS

IXL TASTIC HEATER/FAN/LIGHTS

EVAPORATIVE COOLING POINTS

DUCTED HEATING POINT

(APPROX. POSITION)

THERMOSTAT

600 x 600 MAN HOLE (APPROX.

POSITION)

SOLAR HOT WATER SERVICE GAS ELECTRIC

WALL FURNACE

CENTRAL HEATING

HOT PLATE

WALL OVEN

UBO (under bench oven)

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

GAS ELECTRIC

DISHWASHER POINT

EXHAUST FANS

RANGE HOOD

SPA BATH

VACUUM SYSTEM

YES NO

YESNO

YES NO

YESNO

YES NO

YES NO

ALARM SYSTEM

SINGLE EXTERNAL G.P.O.

ELECTRICAL PLAN - FIRST FLOORSCALE 1:100

bedroom 2

built in robe

b a t h

s h o w e r

bathroom

bedroom 3

bedroom 2

built in robe

bedroom 3

built in robe

b a t h

s h o w e r

bathroom

wc

bedroom 2

built in robe

bedroom 3

built in robe

b a t h

s h o w e r

bathroom

wc

built in robe

wc

study

M.H

M.H

M.H

2-W

AY

S

WIT

CH

2-W

AY

S

WIT

CH

2-WAY SWITCH

2-W

AY

S

WIT

CH

SCALE.

DRAWN BY.

DATE.AS SHOWN

MERAQ BUILDING DESIGNERSJOB NO: 2016/011

CLIENT.

-

PROJECT.

3 UNIT DEVELOPMENT

1 SHERRIN COURT,

WERRIBEE, VIC 3030

25/05/2016