156 MITCHELL STREET, NORTHCOTE · • timber floors to comply with as1684.2 -2010, as1684.3 -2012,...

Area AnalysisSite AreaBuilding AreaPaving / Driveways

m2m2

PermeabilityTotal Site Coverage

m2

m249.03%

244.4

222.40479.50

22.00

Ground FloorStudio

m2

Total GroundPrivate Open Space

m2m2

Total Building Area

m2

m2

Unit

222.4

222.4

166.1056.30

1

132.7

Project:

Client:

Municipality:

Stage:

MITCHELL STREET156 MITCHELL STREET,

NORTHCOTE

STACEY & TONY

02.03.2018

156 MITCHELL STREET, NORTHCOTE

Project Status

DAREBIN

WORKING DRAWINGS-BUILDING PERMIT-WD03

Sheet List - ConstructionSheet

Number Sheet NameA00 COVER SHEETA01 GENERAL NOTESA02 EXISTING GROUND FLOOR PLANA03 EXISTING SITE PLANA04 EXISTING ROOF PLANA05 PROPOSED DEMOLITION PLANA06 PROPOSED GROUND FLOOR PLANA07 PROPOSED DIMENSIONED GROUND FLOOR PLANA08 PROPOSED SITE PLANA09 PROPOSED ROOF PLANA10 PROPOSED ELEVATIONSA11 PROPOSED ELEVATIONS 2A12 PROPOSED SECTIONA13 DETAIL SECTIONA14 PROPOSED ELECTRICAL PLANA15 PROPOSED WINDOW & DOOR SCHEDULEA16 3D VIEW- GLAZINGA17 3D VIEWS-1A18 3D VIEWS-2A19 3D VIEWS-3A20 Detail

GARDEN AREA 152 M2SITE AREA 479.50 M2

GARDEN AREA COVERAGE 31.7 %

NOTES (GENERAL):• DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS.• SITE DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.• ALL ARCHITECTURAL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH

ALL CONSULTANTS' DOCUMENTS: STRUCTURAL ENGINEERING, ENERGY RATINGS, SOIL TESTS, FIRE ENGINEERING AND MECHANICAL ENGINEERING.

• REFER TO STRUCTURAL ENGINEER'S DOCUMENTATION FOR FOOTING/FOUNDATION DETAILS AND FOR PREPARATION OF EXCAVATIONS.

• ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO ALL RELEVANT CODES AND VICTORIAN BUILDING REGULATIONS AND BUILDING CODE OF AUSTRALIA.

• BUILDER AND BUILDING CONTRACTORS SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY SITE WORKS.

• ALL ELECTRICAL WIRING TO BE PROVIDED BY A REGISTERED ELECTRICIAN.• IF IN DOUBT ASK, DO NOT GUESS.• CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE

COMMENCING ANY WORK OR PREPARING SHOP DRAWINGS.• ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT FOR

CLARIFICATION AND APPROVAL IN WRITING.• THE BUILDER SHALL TAKE ALL NECESSARY STEPS TO ENSURE THE

STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS• THE BUILDER SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF

ALL NEW AND EXISTING WORKS

SOIL CLASSIFICATION:• REFER TO SOIL REPORT.

GROUND WORKS:• EXCAVATE FOR FOOTINGS TO MINIMUM 100mm ONTO FIRM FOUNDATION

WITH MIN. 100kpA BEARING CAPACITY. REFER TO ENGINEER'S DETAILS.• FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE

SOIL REPORT• FOOTINGS NOT TO ENCROACH ON BOUNDARIES AND EASEMENT LINES.• NEW STORMWATER PIPE TO BE CONNECTED INTO EXISTING

STORMWATER SYSTEM AND DISCHARGE TO PUBLIC STORM WATER DRAINAGE SYSTEM ACCORDING TO LOCAL AUTHORITIES REQUIREMENTS.

DRAINAGE:• ALL DRAINS SHALL COMPLY WITH ALL RELEVANT STANDARDS AND

APPROPRIATE REGULATORY BODIES AND DISCHARGE IN ACCORDANCE WITH THE RELEVANT CITY COUNCIL'S REQUIREMENTS.

• STORM WATER DRAINS GENERAL 90dia PVC• STORM WATER DRAINS EXCEEDING 6 INLETS OR UNDER

RESIDENCE/VEHICLE PAVING 100dia PVC• AGRICULTURAL DRAINS 90 PVC SLOTTED• SEWER DRAINS 100mm PVC• SILT PITS (AG TO SWD) 350mm SQUARE CONCRETE LID• JUNCTION PITS 450mm SQUARE BRICK OR CONCRETE• ALL DRAINAGE SHALL COMPLY WITH ENGINEERING DRAWINGS IF

SUPPLIED AND TAKE PRECEDENCE OVER THESE SPECIFICATIONS.

PLUMBING:• BUILDER SHALL ALLOW FOR THE FITTING OFF AND CONNECTION OF ALL

PLUMBING FIXTURES INDICATED ON PLANS. BUILDER SHALL ALSO ALLOW FOR THE SUPPLY AND INSTALLATION OF 2 EXTERNAL WATER TAPS TO LOCATIONS DIRECTED BY THE OWNER. DOWN PIPES, GUTTERS, SUMP & RAIN HEAD SIZES TO AS3500 - 2003

• PRESSURE EQUIPMENT TO COMPLY WITH AS1200 - 2000• TECHNICAL SPECIFICATIONS FOR PLUMBING AND DRAINAGE PRODUCTS

TO COMPLY WITH AS5200 - 2006• ALL PLUMBING WORK TO BE PROVIDED BY A REGISTERED PLUMBER.• WASTE FROM KITCHEN SINK AND OTHER SANITARY FITTINGS (SIZE TO BE

ESTABLISHED BY REGISTERED PLUMBER) TO BE DISCHARGED TO PUBLIC SEWERAGE SYSTEM

FOUNDATIONS:• ALL FOUNDATIONS TO COMPLY WITH AS2870 - 2011• REFER TO ENGINEER'S DRAWINGS FOR FULL DETAILS.• ALL FOUNDATIONS SHALL BE INSPECTED BY THE BUILDING INSPECTOR

PRIOR TO PLACING CONCRETE.• ANY VARIATION IN FOUNDATION MATERIAL FROM THAT SPECIFIED TO BE

NOTIFIED TO THE ENGINEER AND OWNER.• ALL REINFORCEMENT IN FOOTINGS AND PAD FOOTINGS SHALL BE

INSPECTED BY THE BUILDING INSPECTOR PRIOR TO POURING CONCRETE.• ALL CONCRETE SHALL BE 25MPa MIN. OR AS SPECIFIED IN STRUCTURAL

ENGINEER'S DETAIL. IT SHALL BE PROPERLY VIBRATED AND WORK TO BE DONE TO AS1480 - 1975

CONCRETE:• ALL CONCRETE SHALL COMPLY WITH ALL RELEVANT CODES AS3600 -

2009, AS2870 - 2011, AS1379 - 2007, AS3610 - 1995 AND IN ACCORD WITH ENGINEERS NOTES AND SPECIFICATION

• NOTE: REINFORCEMENT BARS SHALL BE SUPPORTED VIA CHAIRS AT A MAXIMUM OF 800mm CENTRES

TIMBER FRAMING:• ALL TIMBER SHALL COMPLY WITH AS1720.1 - 1997• TIMBER FLOORS TO COMPLY WITH AS1684.2 - 2010, AS1684.3 - 2012,

AS1684.4 - 2010• TIMBER STRUCTURES - DESIGN METHODS AS1720.1 - 2010• ALL FRAMING TO BE INSPECTED AND APPROVED BY THE BUILDING

INSPECTOR PRIOR TO COVERING UP ALL TIMBER FRAMING AND MATERIAL.

• ALL TIMBER TO BE PARTIALLY SEASONED UNLESS NOTED OTHERWISE.• ALL RAFTERS AND ROOF MEMBERS TO BE TIED DOWN TO SUPPORT

STRUCTURE USING STRAPS, PLATES, CLEATS, ETC BY "PRYDA" OR "TECO" COMPONENTS.

• BUILDER TO ENSURE THAT ALL WORK IS CARRIED OUT TO THESE SPECIFICATIONS AND NO SPANS OR SIZES TO VARY. NO SPLICES ARE PERMITTED WITHOUT ENGINEER'S WRITTEN CONSENT.

• ALL EXPOSED BOLTS, FIXINGS, ETC TO BE HOT DIP GALVANISED TO ACCORDANCE WITH AS1650 TO SUIT SITE EXPOSURE CONDITION.

• ALL TIMBER PRESERVATIVE TO ARCHITECT'S SPECIFICATION TO SUIT EXPOSURE CONDITIONS.

SUB-FLOOR VENTILATION:• PROVIDE MIN. 6000mm 2 SUB-FLOOR VENTILATION/m OF WALL, AS PER

PART 3.4.1 OF THE BCA. PROVIDE 'ALETA' OR EQUIVALENT, 230X160 BRASS WIRE VENT. (13,400mm^2 VENTILATION ACHIEVED PER VENT) 6000mm VENTILATION REQUIRED PER METRE OF WALL. VENTS TO BE CALCULATED AS FOLLOWS: (ie. WALL LENGTH 10m x 6000 = 60,000. 60,000 / 13,400 = 4.47 (5) VENTS REQUIRED. 10 / 6 = 1.6m MAX. SPACING) FOR ZONE 3.

• ALL INSULATION OF PARTICLEBOARD FLOORING TO COMPLY WITH AS1860 - 1998

WIND LOADS:• ALL STRUCTURES MUST BE TIED DOWN IN ACCORDANCE WITH AS4055 -

AMDT 1 - 2006 FOR CATEGORY N1 UNLESS OTHERWISE STATED.

STEEL:• ALL STEEL STRUCTURE TO COMPLY WITH AS4100 - 1998• COMPOSITE STRUCTURES TO COMPLY WITHAS2327 - 2003• COLD FORMED STEEL STRUCTURES TO COMPLY WITH AS4600 - 2005

INSULATION:• ALL INSULATION TO BE IN ACCORDANCE WITH AS4859.1 - 2009• REFER TO ENERGY RATINGS REPORT FOR FULL INSULATION

REQUIREMENTS.• WALL INSULATION TO BE ADOPTED IN FIRE RATED WALLS CONTAINING

TIMBER FRAMING TO BE NON-COMBUSTIBLE.• PROVIDE INSULATION BETWEEN FLOOR AND CEILING TO ACHIEVE A MIN,

Rw+Ctr RATING OF 50. PROVIDE 50 GLASSWOOL PARTITION BATTS -11kg/m^3

• RFL TO HAVE A FLAMMABILITY INDEX NOT EXCEEDING 5.

BRICKWORK:• ALL MASONRY SHALL COMPLY WITH AS3700 - 2001 OR AS4773.1 - 2010 AND

AS4773.2 - 2010• AS2699 AMDT 1 - 2000: ALL WALL TIES SHALL BE IN ACCORDANCE WITH

RELEVANT CODES AND SHALL BE GALVANISED. GENERALLY WALL TIES TO BE 600mm CENTERS IN EACH DIRECTION FOR CAVITY MASONRY, FOR MASONRY VENEER: 600x450 FOR 450 STUD WALLS AND 600x600 FOR 600 STUD WALLS AND WITHIN 300mm OF ARTICULATION JOINTS.

• PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 5000mm CENTERS IN EACH DIRECTION AND WITHIN 300mm OF ARTICULATION JOINTS 2200mm SQ. CLEAR VENTILATION PER 1000mm OF INTERNAL DWARF WALLS.

• SPACING OF WALL TIES TO TOP AND SIDES OF OPENINGS TO BE HALVED.• MASONRY IN SMALL BUILDINGS DESIGN - AS4773.1 - 2010,

CONSTRUCTION - AS4773.2 - 2010• BRICKWORK TO BE SELECTED BY CLIENT AND AGREED UPON BY BUILDER

TOILETS:• PROVIDE 1.2M MIN CLEAR FROM THE DOOR TO THE WC PAN, OR PROVIDE

LIFT OFF DOOR HINGES.

GLAZING:• ALL GLAZING SHALL COMPLY WITH AS1288 AMDT 1 - 2006 AND BE

CERTIFIED ON COMPLETION OF WORKS AS REQUIRED• ALL ROOMS WITHIN 500mm VERTICAL OF THE FLOOR• BATHROOMS WITHIN 1500mm VERTICAL FROM THE BATH BASE• LAUNDRY WITHIN 1200mm VERTICAL FROM THE FLOOR AND/OR WITHIN

300mm HORIZONTAL FROM ALL DOORS• DOORWAY WITHIN 300mm HORIZONTAL FROM ALL DOORS.• SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS• ALL WINDOWS TO COMPLY WITH AS2047 - 1999TO DOORS AND SIDELIGHTS:• UP TO 0.5m2 - 6.38mm LAMINATED• GREATER THAN 5m2 - 6.38mm LAMINATEDTO WINDOWS:• UP TO 0.1m2 - 6.38mm LAMINATED• UP TO 0.3m2 - 6.38mm LAMINATED• UP TO 2.0m2 - 6.38mm LAMINATED• DOOR AND WINDOWS: UP TO 500mm FROM FLOOR - 6.38mm LAMINATED.• TO BATHROOMS AND ENSUITE WHERE WINDOWS ARE LOCATED OVER

BATHTUB OR WITHIN SHOWER • ENCLOSURE- SAFETY GLASS.

WET AREAS:• PROVIDE IMPERVIOUS WALLS, FLOOR AND FLASHINGS TO ALL WET AREAS

IN ACCORD WITH THE B.C.A. 2008 PART 3.8.1 AND AS3740 - 2010• WET AREA MEMBRANES TO COMPLY WITH AS4858 - 2004• INTERNAL- THE WALL AND FLOOR SURFACES OF A SHOWER ENCLOSURE,

ADJACENT OR BEHIND A BATH, BASIN TROUGH OR SINK SHALL BE IMPERVIOUS TO WATER IN ACCORDANCE WITH AS 3740 -2010

• THE WALL SURFACE OF A SHOWER ENCLOSURE SHALL BE IMPERVIOUS TO WATER TO A HEIGHT OF 1800mm

• THE FLOOR SURFACE TO ALL SANITARY COMPARTMENTS SHALL BE IMPERVIOUS TO WATER.

• THE WALL IMMEDIATELY ADJACENT OR BEHIND A BASIN, TROUGH OR SINK SHALL BE IMPERVIOUS TO WATER TO A HEIGHT NOT LESS THAN 150MM ABOVE THE FIXTURE.

• THE FLOOR SURFACE TO ALL SANITARY COMPARTMENTS SHALL BE IMPERVIOUS TO WATER.

• THE WALL IMMEDIATELY ADJACENT OR BEHIND A BASIN, TROUGH OR SINK SHALL BE IMPERVIOUS TO WATER TO A HEIGHT NOT LESS THAN 150MM ABOVE THE FIXTURE, IF IT IS WITHIN 75mm OF THE WALL.

• THE JUNCTIONS BETWEEN THE WALLS AND FIXTURES, THE WALLS WITHIN THE SHOWER COMPARTMENT AND THE WALLS AND THE FLOORS ARE REQUIRED TO BE IMPERVIOUS TO WATER.

• WHERE A SHOWER IS PROVIDED ABOVE THE BATH, FLOOR AND WALL SURFACES WITHIN A RADIUS OF 1500mm FROM THE SHOWERHEAD IS REQUIRED TO BE IMPERVIOUS TO WATER. WHERE NO SHOWER SCREEN IS PROVIDED, THE FLOOR IS REQUIRED TO BE PROVIDED WITH A FLOOR WASTE OUTLET.

• IF THE SHOWER IS UNENCLOSED, THE WALLS SHALL BE WATER RESISTANT TO A HEIGHT OF 1800MM FOR A LENGTH OF 1500mm FROM EITHER SIDE OF THE SHOWER HEAD.

• A WATER STOP MUST BE INSTALLED SO THAT ITS VERTICAL LEG WILL FINISH FLUSH WITH THE FLOOR LEVEL TO A 1500mm ARC FROM THE SHOWER HEAD. WHERE A WATER STOP INTERSECTS WITH A WALL OR IS JOINED, THE JUNCTION MUST BE WATERPROOF. FURTHERMORE THE AREA WITHIN THE 1500MM ARC SHALL BE GRADED BETWEEN 1:60 AND 1:80 TO THE SHOWER OUTLET.

• ALTERNATIVELY, THE WHOLE FLOOR MUST BE WATERPROOFED AND DRAINED TO A FLOOR WASTE AS FOR THE SHOWER AREA. THE FALL OF THE FLOOR OUTSIDE THE SHOWER AREA SHALL BE BETWEEN 1:80 AND 1:100 AND WITHIN THE SHOWER AREA SHALL BE 1:60 AND 1:80. A WATER STOP MUST BE PROVIDED AT THE DOORWAY TO THE BATHROOM.

VENTILATION:• WHERE APPLICABLE TO HAVE EFFECTIVE AIRWAY OF NOT LESS THAN

40,000mm^2 AND FIXED INLET VENTILATION OF NOT LESS THAN 8000mm^2 AT LOW LEVEL THROUGH THE EXTERNAL

• EXHAUST FANS TO ALL GROUND FLOOR APARTMENTS TO BE DUCTED TO OUTSIDE. EXHAUST FANS TO ALL LEVEL 1 APARTMENTS TO VENT INTO CEILING SPACE.

• PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF 150mm FOR FLOOR WITH STRIP FLOORING OR 200mm FOR FLOORS WITH PARTICLEBOARD FLOORING OR 300mm WHERE IN TERMITE PRONE AREA.

ELECTRICAL:• PROVIDE NEW CIRCUIT BREAKER BOARDS, WIRING, POWER POINTS AND

LIGHT OUTLETS AS SCHEDULED TO COMPLY WITH RELEVANT VICTORIAN BUILDING CODES AND AUSTRALIAN STANDARDS. TO BE CARRIED OUT BY A QUALIFIED ELECTRICIAN.

STAIRS:• STAIRS SHALL COMPLY WITH 3.9.1 AND 3.9.2 OF NCC BCA 2013• RISERS MIN 115mm, MAX 190mm HIGH.• GOINGS MIN 240mm, MAX 355mm WIDE.• PRIVATE STAIRS (AND 250mm FOR PUBLIC STAIRS), RISERS AND TREADS

TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT.• PROVIDE 865mm MIN HIGH HANDRAIL TO STAIRS FROM LINE OF NOSING.• PROVIDE CONTINUOUS HANDRAIL TO STAIRS IN ACCORDANCE WITH PART

3.9.2 OF NCC BCA 2014• PROVIDE 1000mm MIN HIGH HANDRAILS ABOVE FINISHED FLOOR LEVEL TO

LANDINGS AND BALCONIES.• PROVIDE 1000mm MIN HIGH HANDRAILS ABOVE FINISHED FLOOR LEVEL TO

CHANGE IN LEVELS EXCEEDING 900mm IN HEIGHT.• PROVIDE NON-SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF

NOSING.• MAXIMUM OPENING BETWEEN BALUSTRADES NOT TO EXCEED 125mm.

ENSURE MAXIMUM GAP BETWEEN RISES NOT TO EXCEED 125mm OR USE CLOSED RISES.

• HANDRAILS TO COMPLY WITH 3.9.2.4 OF BCA 2013 AND AS 3700-2011.

GAS:• GAS INSTALLATIONS TO COMPLY WITH AS5601 - 2010

LIGHTING:• ARTIFICIAL LIGHTING TO COMPLY WITH AS/NZS1680.0 - 2009• ARTIFICIAL LIGHTING TO BE INSTALLED IN ACCORDANCE WITH PART

3.12.5.5 OF THE BCA 2012• INTERIOR AND WORKPLACE LIGHTING TO COMPLY WITH AS1680.1 - 2006

MECHANICAL VENTILATION:• MECHANICAL VENTILATION TO COMPLY WITH AS1668.2 2012

SMOKE DETECTORS:• LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN

ACCORDANCE WITH AS3786 - 1993 AMDT 1-4 - 2004 AND PART 3.7.2 OF THE BCA 2012 AND SHALL BE HARDWIRED WITH BATTERY BACKUP.

ACOUSTICS:• ACOUSTICS TO COMPLY WITH AS1276.1 - 1999

ROOFING:• SHEET ROOF AND WALL CLADDING - AS 1562.1 - 1992, AS1562.2 - 1992,

AS1562.3 - 1992• ROOF TILES - AS2049 AMDT 1 - 2002, AS2050 AMDT 1 - 2002• PLIABLE BUILDING MEMBRANES AND UNDERLAYS - AS4200 - 1994• DAMP-PROOF COURSES AND FLASHING - AS2904 - 1995• ROOFING TO BE SELECTED BY CLIENT AND AGREED UPON BY BUILDER

PLASTIC ROOFING AND WALL CLADDING:• ALL PLASTIC ROOFING AND WALL CLADDING MATERIALS TO COMPLY WITH

AS4256 - 1994/96

STORMWATER AND SERVICES:• STORMWATER SHALL COMPLY WITH AS/NZS3500.3 - 2003• STORMWATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE

SATISFACTION OF THE RELEVANT AUTHORITY• SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE

RELEVANT AUTHORITIES REQUIREMENTS

CORROSION:• FOR BUILDINGS IN AREAS LESS THAN 1km FROM BREAKING SURF OR LESS

THAN 100m FROM SALTWATER NOT SUBJECT TO BREAKING SURF OR IN HEAVY INDUSTRIAL AREAS, WALL TIES SHALL BE EITHER GRADE 316 OR 316L STAINLESS STEEL, OR ENGINEERED POLYMER TIES.

THRESHOLDS:• IF A THRESHOLD SILL OF THE DOORWAY IS GREATER THAN 190mm ABOVE

THE FINISHED SURFACE OF THE GROUND TO WHICH THE DOORWAY OPENS, A LANDING SHALL BE PROVIDED NO LESS THAN THE WIDTH OF THE DOOR LEAF, OR 900mm WIDE x 900mm LONG, WHICHEVER IS GREATER.

ARCHITECTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL CONSULTANTS AND ENGINEERING DRAWINGS AND DETAILS.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONSIF IN DOUBT ASK, DO NOT GUESS.CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR PREPARING SHOP DRAWINGS.ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND APPROVAL IN WRITING.

PO BOX 271, Nortchote Plaza, Vic, 3070 | [email protected] | (03) 9484 8328

copyright of C. Kairouz Architects. prior written permission is necessary for reproduction.

C. KAIROUZ ARCHITECTSDATE:

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JOB N :o

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STACEY & TONY

02.03.2018

CKA17-052A01

GENERAL NOTESNo. Description Date

RO

BE

ROBE

KITCHEN

LIN

EN

GAS

HEA

THER

SH

ENTRY

ROBE

LIVING

LIVINGCARPET

CARPET

BED1CARPETBED2

CARPET

BED3CARPET

TILETILE

BATHTILE

L'DRYTILE

WC

2600H

3400H

2600H 2600H

2600H2600H

3400H3400H

3400HPORCH

GARAGE

EX. SHED

CARPORT

CONCRETE

2400H

TILE

EXSITNG CONCRETE

EXISTING GRASS

EXSITNG BRICK TILE

EXSITNG BRICK TILE

SERVICE LANEWAY

EXISTING G

ATE

2638

1000

1500

Obscured Window

Obscured Window





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CKA17-052A02

EXISTING GROUND FLOOR PLANNo. Description Date

RO

BE

ROBE

KITCHEN

LIN

EN

GAS

HEA

THER

SH

ENTRY

ROBE

LIVING

LIVINGCARPET

CARPET

BED1CARPETBED2

CARPET

BED3CARPET

TILETILE

BATHTILE

L'DRYTILE

WC

2600H

3400H

2600H 2600H

2600H2600H

3400H3400H

3400HPORCH

GARAGE

EX. SHED

CARPORT

CONCRETE

2400H

TILE

EXSITNG CONCRETE

EXISTING GRASS

EXSITNG BRICK TILE

EXSITNG BRICK TILE

MIT

CH

ELL

STR

EET

SERVICE LANEWAY

Obscured Window

Obscured Window

2638

1000

1500

ARCHITECTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL CONSULTANTS AND ENGINEERING DRAWINGS AND DETAILS. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS IF IN DOUBT ASK, DO NOT GUESS.CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR PREPARING SHOP DRAWINGS. ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND APPROVAL IN WRITING.

PO BOX 271, Nortchote Plaza, Vic, 3070 | [email protected] | (03) 9484 8328copyright of C. Kairouz Architects. prior written permission is necessary for reproduction.


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CKA17-052 A03

EXISTING SITE PLANNo. Description Date

1 : 200 @ A3@A1

EX. SHED

EXISTING TILED ROOF STRUCTURESERVICE LANEWAYEXISTING METAL ROOF STRUCTURE

EXSITING DWELLINGEXISTING GARAGE

EXISTING METAL ROOF STRUCTURE TO BE REMOVED

EX. CARPORT





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CKA17-052A04

EXISTING ROOF PLANNo. Description Date

KITCHEN

ENTRY

LIVING

LIVING

BED1BED2

BED3 BATHL'DRY

PORCH

GARAGE

SHED

CARPORT

PORCH

FRONT YARD LANDSCAPING & PAVING TO BE RETAINED

CONCRETE

2400H

CARPET

CARPET

CARPETCARPET

CARPET

TILETILE

TILETILE

2600H

3400H

2600H 2600H

2600H2600H

3400H3400H

3400H

CONCRETE

2400H

TILE

EXSITNG CONCRETE

EXSITNG BRICK TILE PAVING

EXSITNG BRICK TILE

GAS

HEA

THER

LIN

EN

WC

REMOVE EXSTING PAVING ANDPLANTER BOXES TO ACCOMODATE FOR PROPOSED WORKS

SIGNIFIES DEMOLITION

EXISTING GRASS

SERVICE LANEWAYREMOVE EXISTING CONCRETE TO MAKE WAY FOR NEW WORKS





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CKA17-052A05

PROPOSED DEMOLITION PLANNo. Description Date

w.

DN

15 m²BED 2

13 m²BED 3

14 m²Living/Retreat

15 m²MASTER BED

7 m²BATH

5 m²ENS

ENTRY

PORCH

LIVING

DINING

3 m²WIP

TV U

NIT

/SH

ELVE

S

KITCHEN

DECKING

BBQ

PROPOSED WALL

EXISTING WALL

7 m²WIR

DES

K

DES

K

BEN

CH

6 m²L'DRY

RO

BE

FIREPLACE

F

window seat / storage below

Overhead cupboards

Stac

ker D

oor (

2600

h x

3770

w)

splashback window (700h x 3000w)

1300

h x

2100

w

(900h x 2200w)

(900h x 1900w)

(2300h x 1440w)

CU

PBO

ARD

WORK/STUDIO56.3 m2

8 m²STORAGE/SHED

OPEN PLAN LIVING 60.2 m2

SERVICE LANEWAY

CAR

SPAC

E

3.7m x 1.9m

3.1m x 1.7m

1.7m x 3.7m1.9m x 3.7m

3.6m x 4.1m

Double Sliding Door

(1300h x 2600w)

(170

0h x

270

0w)

(130

0h x

260

0w)

(1300h x 2020w)

RAISE CEILING HEIGHT TO 3.4M TO MATCH EXISTING FRONT OF DWELLING

3400H

3400H

3400H

3400H

3400H

3400H

3400H

3400H

Clothes Line

Infill wall to match existing wall

Infill wall to match existing wall

Tim

ber G

ate

(230

0h x

110

0w)

(900h x 1650w)

900h

x 2

200w

Stac

ker D

oor 2

200h

x 2

690w

15 m²BEDROOM 1

7 m²BATH

1

A12

W101

W402

W303

W404

W606

W505

FD 10

W909

W707

W1210

W1011

W1112

AD 01

BD 02

CD 03

CD 04

ND 05

DD 06

DD 07

GD 12

OD 13

PD 14

CD 08C

D 09

SHEL

VES

ED 15 12

00

1200

1000

2638

EXISTING G

ATE

DESK

CARSPACE

2

A12

6702

1202

2638

1

A20

1000

1500

Obscured Window

Obscured Window

1750

DN

1000

step

DN

150

mm





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CKA17-052A06

PROPOSED GROUND FLOOR PLANNo. Description Date

NOTES:

- Ceiling insulation plus foil R6.0.- Wall insulation R2.5 plus foil to all existing walls.- Seal gaps, cracks and exhaust fans. - Weather-strip windows and entry doors. - New window frames to double glazed type U-4.5 & SHGC-0.61 or approved equivalent.

w.

15 m²BED 2

13 m²BED 3


15 m²MASTER BED

7 m²BATH

5 m²ENS

1200 ENTRY

PORCH

LIVING

DINING

3 m²WIP

TV U

NIT

/SH

ELVE

S

KITCHEN

PROPOSED WALL

EXISTING WALL

7 m²WIR

DES

K

DES

K

BEN

CH

6 m²L'DRY

RO

BE

FIREPLACE

F

window seat

Overhead cupboards

Stac

ker D

oor (

2300

h x

3770

w)


1300

h x

2100

w

(900h x 2200w)

(900h x 1900w)

(2300h x 1440w)

8 m²STORAGE/SHED


3.7m x 1.9m

3.1m x 1.7m1.7m x 1.3m

1.7m x 3.7m1.9m x 3.7m

3.6m x 4.1m

Double Sliding Door

(1300h x 2600w)

(170

0h x

270

0w)

(130

0h x

254

0w)

(1300h x 2020w)

3400H

3400H

3400H

3400H

3400H3400H

3400H

3400H

Tim

ber G

ate

(230

0h x

110

0w)

(900h x 1650w)

900h

x 2

200w

Stac

ker D

oor 2

100h

x 2

690w

15 m²BEDROOM 1

7 m²BATH

WORK STUDIO7080 960

1502870

240

Living5670

90

L'dry1700

90

Bath1900

1703620 170 4210 240

240 17620 240

OVERALL

OPENINGS

WALLS

WALLS

STU

DIO

9480

240

BAT H

3300

9056

1024

0STUDIO

7080

490 1650 4940

240 2000 90 4510 240

OVE

RAL

L

WAL

LSOVERALL

OPENINGS

WALLS

790

2200

3060

2690

740

OPE

NIN

GS

3000 2656 2200 1565EXISTING

18100

2600 4940

2020 5420

OVERALL

OPENINGS

240

KITCHEN4880 90

WIP1290

90

ENS3110 160

MASTER BED4110 90

RETREAT3800 240 WALLS

240DINING

5670 90

WIR3700 160 4110 90 3800 240 WALLS

EXIS

TIN

G

9260

5250

3770

Stac

ker D

oor 2

100h

x 3

770w

900h

x 2

200w

240

240

2330

9025

9090

OVE

RAL

L

OPE

NIN

GS

WAL

LS

WAL

LS

240

ENS

1700

90

WIR

1930

90

CO

RR

IDO

R

1200

90

BAT H

3680

240

OVE

RAL

L

WAL

LS

150

1050

8

1728

150

5408

150

2030 2000 1925 725

18100

1139

9260

710

2700

690

1100

720

2600

740

OPE

NIN

GS

CU

PBO

ARD

DESK

WORK/STUDIO56.3 m2

EXISTING G

ATE

Prop

osed

1638





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CKA17-052A07

PROPOSED DIMENSIONEDGROUND FLOOR PLAN No. Description Date

w.

DN

15 m²BED 2

13 m²BED 3


15 m²MASTER BED

7 m²BATH

5 m²ENS

1200 ENTRY

PORCH

LIVING

DINING

3 m²WIP

TV U

NIT

/SH

ELVE

S

KITCHEN

DECKING 29.7 m2

7 m²WIR

DES

K

DES

K

BEN

CH

6 m²L'DRY

RO

BE

BEDROOM1

FIREPLACE

F

window seat

BATH

Overhead cupboards

Stac

ker W

indo

w (2

300h

x 3

770w

)


1300

h x

2100

w

(900h x 2200w)

(900h x 1650w)

(2300h x 1440w)

8 m²STORAGE/SHED


MIT

CH

ELL

STR

EET

SERVICE LANEWAY

Clothes Line

Tim

ber G

ate

(900h x 1650w)

900h

x 2

200w

Stac

ker D

oor 2

100h

x 2

690w

CAR

SPAC

E

1

A12

EXISTING G

ATE

CU

PBO

ARD

WORK/STUDIO56.3 m2

DESK

BBQ

2

A12

1

A20

1000

1000

1500

Obscured Window

Obscured Window

CARSPACE

PROPOSED WALL

EXISTING WALL

ARCHITECTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL CONSULTANTS AND ENGINEERING DRAWINGS AND DETAILS. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS IF IN DOUBT ASK, DO NOT GUESS.CONTRACTORS MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR PREPARING SHOP DRAWINGS. ANY DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND APPROVAL IN WRITING.

PO BOX 271, Nortchote Plaza, Vic, 3070 | [email protected] | (03) 9484 8328copyright of C. Kairouz Architects. prior written permission is necessary for reproduction.


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CKA17-052 A08

PROPOSED SITE PLANNo. Description Date

1 : 200 @ A3@A1

NOTES:

- Ceiling insulation plus foil R6.0.- Wall insulation R2.5 plus foil to all existing walls.- Seal gaps, cracks and exhaust fans. - Weather-strip windows and entry doors. - New window frames to double glazed type U-4.5 and SHGC-0.61 or approved equivalent.

SERVICE LANEWAY1.

00°

PROPOSED GLAZING ROOF STRUCTURE

EXISTING DWELLING

PROPOSED TIN SHED

proposed dp

proposed dp

existing dp

existing dp

existing dp





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CKA17-052A09

PROPOSED ROOF PLANNo. Description Date

BOU

ND

ARY

BOU

ND

ARY

3400

C.L

F.L

WORK STUDIO EXISTING DWELLINGPROPOSED EXTENSIONPROPOSED DECKING

PROPOSED RENDER FINISH TO EXTERIOR AS PER CLIENTS SELECTION

FD 10

W505 W3

03

3115

G.C.L

G.F.L

N.G.L

2907 3

763

150 DECKING

BOU

ND

ARY

BOU

ND

ARY

C.L

F.L

3400

EXISTING DWELLING


DECKING

PROPOSED WORK STUDIO

W606 W7

07

W1112

G.C.L

G.F.L150

3205

STEPS





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CKA17-052A10

PROPOSED ELEVATIONSNo. Description Date

1 Revision 1 Date 1

EAST ELEVATION

WEST ELEVATION NOTES:- Ceiling insulation plus foil R6.0.- Wall insulation R2.5 plus foil to all existing walls.- Seal gaps, cracks and exhaust fans. - Weather-strip windows and entry doors. - New window frames to double glazed type U-4.5 and SHGC-0.61 or approved equivalent.

BOU

ND

ARY

BOU

ND

ARY

C.L

F.L

3400

EXISTING DWELLING

PROPOSED EXTENSION

PROPOSED DOOR AS PER CLIENTS SELECTION


AD 01 W1

01

W402

BOU

ND

ARY

BOU

ND

ARY

C.L

F.L

3400

SERVING BENCH

EXISTING DWELLING

PROPOSED EXTENSION


DECKING

W909

W1519

2907

PROPOSED DECKING

3

76

3

STEPS

150





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02.03.2018

CKA17-052A11

PROPOSED ELEVATIONS 2No. Description Date

1 Revision 1 Date 1

NORTH ELEVATION

SOUTH ELEVATIONNOTES:

- Ceiling insulation plus foil R6.0.- Wall insulation R2.5 plus foil to all existing walls.- Seal gaps, cracks and exhaust fans. - Weather-strip windows and entry doors. - New window frames to double glazed type U-4.5 and SHGC-0.61 or approved equivalent.

3400

BOU

ND

ARY

BOU

ND

ARY

C.L

EX. F.L

EXISTING DWELLING

PROPOSED EXTENSION

2733

EXISTING FLOOR

PROPOSED 100 mm CONCRETE SLAB ON GROUND REFER TO ENGINEERING DETAILS FOR FURTHER DETAILS

EXISTING

EXISTING ROOF TO BE TRIMMED

PROPOSED GLAZED ROOF SYSTEM, REFER TO ENGINEERING FOR FURTHER DETAILS

PROPOSED FACIA & GUTTER TO MATCH EXISTING

N.G.L.PROPOSED 600mm DEEP x 350mm WIDE EDGE BEAM, REFER TO ENGINEERING FOR FURTHER DETAILS

EXISTING FOOTING TO BE CONFIRMED ON SITE, REFER TO ENGINEERING DRAWINGS FOR FURTHER DETAILS

REFER TO ENGINEERING DRAWINGS FOR BEAM SIZES AND DETAILS

EXISTING CEILING TO BE RAISED TO MATCH FRONT OF DWELLING

rais

ed c

eilin

g he

ight

3400

1A13

2911

MIN

.CEI

LIN

G H

EIG

HT

2

40

0

Boun

dary

Boun

daryPROPOSED WORK STUDIO

Garage F.F.LN.G.L N.G.L





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CKA17-052A12

PROPOSED SECTIONNo. Description Date

1 : 501 Section AA

1 : 50A062 Section BB

2733

EXISTING CONDITIONS TO BE VERIFIED BY BUILDER ON SITE

EXISTING DWELLING

RAISE EXISTING CEILING HEIGHT TO MATCH FRONT OF DWELLING

EXISTING ROOF

N.G.L

PROPOSED 100 mm CONCRETE SLAB ON GROUND REFER TO ENGINEERING DETAILS FOR FURTHER DETAILS

EXISTING ROOF TO BE TRIMMED

PROPOSED GLAZED ROOF SYSTEM, REFER TO ENGINEERING FOR FURTHER DETAILS

PROPOSED FACIA & GUTTER TO MATCH EXISTING

PROPOSED 600mm DEEP x 350mm WIDE EDGE BEAM, REFER TO ENGINEERING FOR FURTHER DETAILS

PROPOSED BEAM TO CONNECT WITH EXISTING; REFER TO ENGINEERING DRAWINGS FOR BEAM SIZES AND DETAILS B

OU

ND

ARY

EXISTING SLAB

3400

C.L

F.L





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CKA17-052A13

DETAIL SECTIONNo. Description Date

w.

DN

15 m²BED 2

13 m²BED 3


15 m²MASTER BED

7 m²BATH

5 m²ENS

ENTRY

PORCH

LIVING

DINING

3 m²WIP

TV U

NIT

/SH

ELVE

S

KITCHEN

PROPOSED WALL

EXISTING WALL

7 m²WIR

DES

K

DES

K

BEN

CH

6 m²L'DRY

RO

BE

FIREPLACE

F

window seat

Overhead cupboards

8 m²STORAGE/SHED


3400H

Tim

ber G

ate

15 m²BEDROOM 1

7 m²BATH

wind

ow

seat

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

TELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTEL

TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV



UPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUP

RHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRH


Heating wall panelHeating wall panel

Heating wall panel

Heating wall panel

Heating wall panel

Heating wall panel

Heating wall panel

Heat

ing

wal

l pan

el

Heat

ing

wal

l pan

el

Heat

ing

wal

l pan

el

3in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in13in1

USBUSB


USB

USB


CU

PBO

ARD

WORK/STUDIO56.3 m2

DESK

ELECTRICAL KEY:

LOW VOLTAGE DOWNLIGHTS

FEATURE PENDANT

UP LIGHT IN FLOOR OR GARDEN BED

EXHAUST FAN

LIGHT SWITCH

CEILING GPO

SINGLE GPO

DOUBLE GPO

GPO WITHIN O/HEAD CUPBOARDS FOR RANGEHOOD

LED STRIP

RECESSED WALL LIGHTS - 50mm AFFL

ADJUSTABLE DOWNLIGHT

FLUORESCENT LIGHT

RECESSED FLUORESCENT FIFFUSER

CARRIAGE LIGHTS

3 WAY IXL - LIGHT, FAN AND EXHAUST

SMOKE DETECTOR (HARD WIRED)

DATA POINT

TELEPHONE POINT

TELEVISION ANTENNA POINT

ALARM PAD

ELECTRICAL FLOOR BOX

CEILING FAN (L) LIGHT COMBINATION

CHANDALIER - PROVIDE ADDITIONALCEILING SUPPORT

EXTERNAL WALL MOUNTED LIGHT

EXTERNAL FLOOD LIGHT NON GLARE

EXTERNAL FLOOD LIGHT NON GLARE WITH SENSOR

RECESSED WALL WATER PROOF LIGHT

GARDEN LIGHT

BOLLARD LIGHT

EXHAUST FAN SQUARE

NOTE:POWERPOINTS WITHIN WET AREAS TO BE INSTALLED TO MINIMUM HEIGHT ABOVE BENCH TO CODE

PROVIDE NEW CIRCUIT BREAKER BOARDS, WIRING, POWERPOINTS AND LIGHT OUTLETS AS SCHEDULED TO COMPLY WITH RELEVANT AUSTRALIAN STANDARDS. TO BE CARRIED OUT BY A QUALIFIED ELECTRICAIN


UPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUP

RHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRHRH




UPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUP

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

exexexexexexexexexexexexexexexexexexexexexexexexexexexexexexexexex

FBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFB

LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL





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02.03.2018

CKA17-052A14

PROPOSED ELECTRICAL PLANNo. Description Date

W1 / 01 Aluminium Frame - Living / Retreat

Existing window to be replaced with double glazing window

W3 / 03 Aluminium Frame - Bedroom 3


W4 / 04 (Master Bed) 02 (Bedroom 2) Aluminium Frame


W5 / 05Aluminium Frame -Bathroom

W6 / 06Aluminium Frame -Ens

W8 / 08Aluminium Frame - KitchenOPEN UP WINDOW - As per clients selection

W9 / 09Aluminium Frame -Living & Dining

W10 / 11Aluminium Frame -Work Studio

W11 / 12Aluminium Frame -Work Studio / Bathroom

W7 / 07Aluminium Frame -Kitchen

A / D01Feature Entry DoorEntry

B / D02Solid Double Sliding DoorLiving / Retreat

C Solid Core Interior DoorHinged D03 - Bedroom 2D04 - Bedroom 3 D05 - Master BedroomD08 - Bath D09 - L'dryD13 - Studio / Bedroom 1 D14 - Studio / Bath

GSolid Core Interior Door- Sliding D12 - WIP

E / D15Solid Single Sliding DoorCorridor- Dining & LivingFrosted Glass

F / D10Glazed Core Interior DoorHingedL'dry

400

2100 17

00

2700

800

1300

2100

2020

800

1300

2100

2600

1200

900

2100

1900

1200

900

2200

2100

875

700

1575

3000

1300

900

2200

1650

875

1725

2600

2100 3770

2600

2340

2

34

0

1440 820

2

34

0

1100 720

2

34

0

1000

2

34

0

820

W12 / 10Aluminium Frame -Work Studio / Bedroom

900

1300

2200

2200

820

2

34

0

DSolid Core Interior DoorSliding D07 - ENSD06 - WIR

Frosted Glass

2

34

0

2690

2200





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02.03.2018

CKA17-052A15

PROPOSED WINDOW & DOORSCHEDULE No. Description Date

1 Revision 1 Date 1

NOTES:- Ceiling insulation plus foil R6.0.- Wall insulation R2.5 plus foil to all existing walls.- Seal gaps, cracks and exhaust fans. - Weather-strip windows and entry doors. - New window frames to double glazed type U-4.5 & SHGC-0.61 or approved equivalent.

PROPOSED GLAZING ROOF STRUCTURE

6060

3603

550

950

3053

W15 / 19Aluminum Frame - Proposed Extension areaRefer to manufacturers manual or further details

W151936

53

2828

1520





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CKA17-052A16

3D VIEW- GLAZINGNo. Description Date

3D View - GLAZING

Scale 1:50 - FRONT VIEW Scale 1:50 - SIDE VIEW

Scale 1:100 - ROOF PLAN

FOR GLAZING STRUCTURE DESIGN & INSTALLATION; REFER TO MANUFACTURERS MANUAL FOR FURTHER DETAILS





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CKA17-052A17

3D VIEWS-1No. Description Date

KITCHEN AREA





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CKA17-052A18


DECKING AREA





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STACEY & TONY

02.03.2018

CKA17-052A19


LIVING AREA

TV & SHELVES

SHELVES & FEATURE SLIDING DOOR

FIREPLACE

N.G.LN.G.L

N.G.L

Min

.Hei

ght c

lear

ance

2400

External Deck F.F.L

Internal Garage F.F.L

Natural Ground levelNatural Ground level

Proposed Work Studio

Existing Dwelling

Proposed Outdoor Decking

Internal Dwelling F.F.L

G.C.L

G.F.L

C.L

F.F.L

3400

150





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CKA17-052A20

DetailNo. Description Date

1 : 50A061 Section CC

a0.pdf (p.1)a1.pdf (p.2)a2.pdf (p.3)a3.pdf (p.4)a4.pdf (p.5)a5.pdf (p.6)a6.pdf (p.7)a7.pdf (p.8)a8.pdf (p.9)a9.pdf (p.10)a10.pdf (p.11)a11.pdf (p.12)A12.pdf (p.13)A13.pdf (p.14)A14.pdf (p.15)A15.pdf (p.16)A16.pdf (p.17)A17.pdf (p.18)A18.pdf (p.19)A19.pdf (p.20)A20.pdf (p.21)

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156 MITCHELL STREET, NORTHCOTE · • timber floors to comply with as1684.2 -2010, as1684.3 -2012,...

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