Documentation Example by April He

PROPOSED THREE DOUBLE STOREY TOWNHOUSES AT 2 TARA AVENUE KEW VIC

SHEET NUMBER

SHEET NAME

A000 A001 A002 A100 A200 A202 A203 A204 A205 A300 A301 A302 A303 A304 A305 A306 A307 A308 A400 A401 A500 A501 A502 A600 A601 A602 A603 A700 A701 A702

COVER PAGE PERSPECTIVES PERSPECTIVES GENERAL NOTES SITE PLAN BASEMENT PLAN GROUND FLOOR PLAN FIRST FLOOR PLAN ROOF PLAN INDIVIDULE PERSPECTIVE-U1 INDIVIDULE PLAN-U1 INDIVIDULE PLAN-U1 INDIVIDULE PERSPECTIVE-U2 INDIVIDULE PLAN-U2 INDIVIDULE PLAN-U2 INDIVIDULE PERSPECTIVE-U3 INDIVIDULE PLAN-U3 INDIVIDULE PLAN-U3 ELEVATIONS ELEVATIONS WALL TYPES DETAILS DETAILS DOOR SCHEDULE WINDOW SCHEDULE-U1 WINDOW SCHEDULE-U2 WINDOW SCHEDULE-U3 TYPICAL INTERNAL ELEVATION TYPICAL INTERNAL ELEVATION TYPICAL INTERNAL ELEVATION

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

NOTE - ANY ERRORS, DISCREPANCIES OR OMMISSIONS IN THE DRAWINGS, NOTATIONS OR DIMENSIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO WORKS COMMENCING. - CONTRACTORS SHALL VERIFY JOB DIMENSIONS BEFORE ANY JOB COMMENCES. - ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE SUPERINTENDENT AND MANUFACTURE - SHALL NOT COMMENCE PRIOR TO THE RETURN OF UNAMENDED SHOP DRAWINGS SIGNED - BY THE CONSULTANT. FIGURED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. THIS - DRAWING SHOULD BE READ IN CONJUNCTION WITH ALL RELEVANT CONTRACT, SPECIFICATIONS - AND DRAWINGS COPYRIGHT OF THIS DRAWING IS VESTED IN BEYOND ARCHITECTS

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COVER PAGE 2 Tara Avenue Kew VIC

DRAWING STATUS

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DRAWING NO.

A000

PROJECT NO.

20-009

REVISION.

SOUTH PERSPECTIVE Scale -

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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PERSPECTIVES 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR ENDORSEMENT

DRAWING NO.

A001

PROJECT NO.

20-009

REVISION.

NORTH PERSPECTIVE Scale -

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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PERSPECTIVES 2 Tara Avenue Kew VIC

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PROJECT NO.

20-009

REVISION.

GENERAL NOTES

SPACING BETWEEN ALL BALUSTRADES MUST NOT PERMIT A SPHERE OF 125 MM TO PASS THROUGH IT.

PROTECTION OF OPENINGS

DO NOT SCALE DRAWINGS. ALL WORKMANSHIP TO BUILDING SURVEYORS SATISFACTION & TO COMPLY WITH CURRENT AUSTRALIAN STANDARDS AND THE BUILDING CODE OF AUSTRALIA.

OPENINGS IN EXISTING WALLS AND FLOORS, THROUGH WHICH THERE IS A RISK OF PERSONS FALLING TO A LOWER LEVEL, SHALL BE EITHER PROPERLY GUARDED OR BOARDED OVER AND THE BOARDING SECURED AGAINST UNAUTHORIZED OR ACCIDENTAL REMOVAL.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ATTCHED STRUCTURAL & CIVIL ENGINEERS COMPUTATIONS & DRAWINGS.

GLASS

THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, CONDITIONS & LEVELS ON SITE BEFORE COMMENCING WORK.

PRECAUTIONS SHALL BE TAKEN TO PREVENT GLASS FROM FALLING ONTO PERSONS IN OR OUTSIDE THE BUILDING.

STORMWATER DRAINAGE AS PER CITY ENGINEERS DIRECTIVE.

I) TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC & ARRANGE ANY PEDESTRIAN DIVERSIONS AS MAY BE REQUIRED BY COUNCIL.

ALL DIMENSIONS ARE TO BE CHECKED ON SITE & CONFIRMED AGAINST TITLE DIMENSIONS.

II)

ALL GLAZING TO COMPLY WITH AS 1288, INSTALLATION OF GLASS IN BUILDINGS.

ERECT ANY BARRIERS DEEMED NECESSARY BY COUNCIL.

SERVICES

ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT AUSTRALIAN BUILDING CODE AND ALL RELEVANT AUSTRALIAN STANDARDS, AND LOCAL AUTHORITY BY-LAW.

THE CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF ALL SERVICES TO THE PROPERTY. BUILDER TO VERIFY ALL SERVICES INCLUDING GAS LINES, WATER, SEWER, ELECTRICITY & ALL METRES & CONNECTIONS BEFORE COMMENCEMENT OF ANY WORKS. MAKE GOOD ALL EXISTING SERVICES AS REQUIRED ON COMPLETION.

USE OF/OR CHANGE OF ANY MATERIAL OTHER THAN THAT IS SPECIFIED IS TO BE APPROVED IN WRITING BY THE ARCHITECT. BUILDER NOT TO ENCROACH NEIGHBORING BOUNDARIES NOR UNDERMINE EXISTING NEIGHBORING BUILDING. BUILDER TO ENSURE THAT ALL NECCESSARY PRECAUTIONS & PROTECTION OF THE PUBLIC IS COMPLETED BEFORE COMMENCEMENT OF ANY WORKS. IF BUILDER IN DOUBT CONSULT APPROPRIATE AUTHORITIES.

ASBESTOS REMOVAL TO ASBESTOS DISPOSAL REGULATIONS.

BUILDER TO CONTAIN ALL WORKS WITHIN ENCLOSURE. THE SITE SHALL BE SECURED AT ALL TIMES AGAINST THE UNAUTHORIZED ENTRY OF PERSONS OR VEHICLES. PROVISION SHALL BE MADE FOR READY ACCESS TO THE SITE BY EMERGENCY SERVICES PERSONNEL, IN THE EVENT OF FIRE OR ACCIDENT. BUILDER TO PREPARE ALL PROTECTION TO EXISTING CONCRETE PAVING, INCLUDING GROUND SPREADING TIMBER PROTECTION. ANY NEW CRACKING TO PAVING SLABS WILL BE COMPLETELY REMOVED AND REPLACED BY BUILDER AT OWN EXPENSE.

REMOVAL OF ASBESTOS MATERIALS CONTAINING ASBESTOS FIBRE SHALL BE IN ACCORDANCE WITH THE NOHSC (WIRKSAFE VICTORIA), CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS. REMOVAL OF DEMOLISHED MATERIALS DEMOLISHED MATERIAL SHALL BE REMOVED PROGESSIVELY FROM THE SITE AND, AT ANY TIME, SHALL NOT BE ALLOWED TO ACCUMULATE TO THE EXTENT THAT IT PRESENTS A HAZARD TO THE PUBLIC OR TO SITE PERSONNEL.

DEMOLITION

NOTICES AND PERMITS

THE CONTRACTOR SHALL GIVE TWO (2) CLEAR WORKING DAYS NOTICE TO THE SUPERINTENDENTʼS REPRESENTATIVE PRIOR TO COMMENCEMENT OF THE WORKS.

THE CONTRACTOR SHALL COMPLY WITH ALL SUCH ORDINATES, REGULATIONS AND BY LAWS IN RELATION TO THE WORKS, AND SHALL GIVE ALL NOTICES AND OBTAIN ALL PERMITS AND PAY ALL FEES ASSOCIATED THERE-WITH PRIOR TO THE COMMENCEMENT OF THE WORKS.

GENERALLY REMOVE ALL BUILDINGS & OUT BUILDINGS AS INDICATED INCLUDING ALL SUB-SURFACE REDUNDENT MATERIALS & LEAVE SITE IN A CLEAN & LEVEL CONDITION.

THE STRUCTURE TO BE DEMOLISHED AND ALL ITS COMPONENTS SHALL BE MAINTAINED IN A STABLE AND SAFE CONDITION AT ALL STAGES OF THE DEMOLITION WORK. TEMPORARY BRACING, GUYS, SHORING, OR ANY COMBINATION OF THESE, SHALL BE ADDED FOR STABILITY WHEN NECESSARY. CONTROLS NEED TO BE IMPLEMENTED TO EFFECT THE REMOVAL OF THE MASONRY WALL WITHOUT AFFECTING THE STABILITY OF THE REMAINING WALL RETURNS.

ALL CONCRETE FOOTINGS SHALL BE PLACED ON A FOUNDATION HAVING THE REQUIRED ALLOWABLE BEARING PRESSURE, AND BE PREPARED, REINFORCED AND CONSTRUCTED STRICTLY IN ACCORDANCE WITH THE MANDATORY REQUIREMENTS OF THE BUILDING REGULATIONS. REQUIREMENTS OF THE RESIDENTIAL SLABS AND FOOTINGS CODE AS2870.1 MAY BE USED UNLESS OTHERWISE DESIGNED BY ENGINEER. TIMBER FRAMING

LOADING AGAINST WALLS

NOTE: TIMBER WALL & FLOOR CONSTRUCTION/FRAMING SHALL COMPLY WITH AS1684.2-2010

WALLS SHALL NOT BE LATERALLY LOADED BY ACCUMULATED RUBBLE OR DEBRIS, TO THE EXTENT THAT THEY ARE IN DANGER OF COLLAPSE.

90 x 45 MGP10 STUDS AT 450 CTRS. FOR ALL WALL HEIGHTS UP TO 2700 MM HIGH

DISCONNECTION OF SERVICES

90 x 45 MGP10 STUDS AT 450 CTRS FOR ALL WALL HEIGHTS UP TO 3000 MM HIGH

A) THE DEMOLISHER SHALL ARRANGE TO PROPERLY DISCONNECT ALL SERVICES TO RELEVANT LOCAL AUTHORITY STANDARDS.

2/90 x 35 MGP10 STUDS AT 450 CTRS FOR ALL WALL HEIGHTS UP TO 3500 MM HIGH

B) STORM WATER SHALL BE TERMINATED AT PIT SERVICING THE BLOCK. EXISTING PAVING WHICH REQUIRES NEW SERVICES INSTALLED TO BE SAW CUT & EXCAVATED TO REQUIRED LEVELS. ON COMPLETION BACKFILL & MAKE GOON AS REQUIRED.

2/90 x 45 MGP10 STUDS AT 450 CTRS FOR ALL WALL HEIGHTS UP TO 3800 MM HIGH 120 x 45 MGP10 STUDS AT 450 CTRS FOR ALL WALL HEIGHTS UP TO 3900 MM HIGH

PROTECTION & DIVERSION TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC & ARRANGE ANY PEDESTRIAN DIVERSIONS AS MAY BE REQUIRED BY COUNCIL. II. ERECT ANY BARRIERS DEEMED NECESSARY BY COUNCIL. EXISTING BOUNDARY FENCING AND SHRUBS TO BE REMOVED TO ALLOW FOR NEW FENCE. SITE PREPARATION ANY FILLING UNDER PAVING SLABS TO BE FCR, GRADE 2A MATERIAL OF 50mm. (MAX.) SIZE COMPACTED IN 200mm. THICK ( MAX) LAYERS TO GIVE 100% STANDARD COMPACTION. GRADE UNIFORMLY BETWEEN GIVEN LEVELS. ALL CROSSINGS TO LOCAL COUNCIL REQUIREMENTS. REFER RELEVANT DETAILS FROM COUNCIL. ALL FRC, RCP, EW & SEWER QUALITY PVC PIPES UNDER TRAFFICABLE PAVING TO HAVE 450mm. MIN. COVER. STORMWATER QUALITY PVC PIPES TO HAVE 600mm. MIN COVER. ALL PIPES IN GARDEN AREAS TO HAVE 300mm. COVER. PIPES TO BE 150 mm. PVC. FROM LEGAL POINT OF DISCHARGE TO THE BUILDING EDGE. ALL PIPES UNDER PAVING & BUILDING TO BE 100mm. UPVC. IN ALL OTHER INSTANCES USE 100 mm PVC (90mm Ø PIPE WOULD ALSO BE SUFFICIENT).

ALL STAIR CONSTRUCTION TO BE KDHW STRINGER, BULL NOSE TREADS & RISERS OR ALTERNATIVE PREFABRICATED STAIRLOK TYPE WITH 2 COAT POLYURETHANE FINISH WITH SINGLE STRIP NON SLIP TAPE PER TREAD OR ALTERNATIVE BULL NOSE TREADS & RISERS WITH CARPET FINISH TO MATCH CARPET SPECIFICATION.

FLOORING STRUCTURE TO COMPLY WITH AS1684. PLUMBER AND DRAINER SANITARY PLUMBER (ALL AREAS) PROVIDE WASH TUBS, PEDESTAL PAN, KITCHEN SINK, WASH BASIN, BATH AND FLOOR GRATE TO SHOWER AREAS ( AS PER PLAN). PROVIDE WASTE TRAPS AND CONNECT TO DRAINAGE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SEWERAGE AUTHORITY CONCERNED. WATER SERVICE WHERE A RETICULATED WATER SUPPLY IS AVAILABLE ALL WORK SHALL BE CARRIED OUT BY A LICENSED WATER PLUMBER. ALL WATER SUPPLY INSTALLATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 3500: NATIONAL PLUMBING AND DRAINAGE CODE. TERMITE PROTECTION THE PROPERTY IS SUBJECT TO TERMITE INFESTATION AND IS TO BE PROTECTED IN ACCORDANCE WITH AS 3660.1. SUB FLOOR AREA OF ALL TIMBER DECK AREAS ARE TO ACHIEVE A MINIMUM SUB FLOOR CLEARANCE OF 400mm ABOVE NATURAL GROUND LEVEL. WET AREAS ALL WET AREA AREAS ARE TO COMPLY WITH BCA F1.7 OR AS 3740 - 2010. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm ABOVE FLOOR LEVEL TO ANY SHOWER ENCLOSURES AND 150mm ABOVE BATHS, BASINS, SINKS & TROUGHS IF WITHIN 75mm OF WALLS. ROOFING SPECIFICATION ROOF CLADDING TO BE INSTALLED TO COMPLY WITH BCA 3.5.1 AND THE FOLLOWING STANDARDS.

GUTTERING TO BE INSTALLED IN ACCORDANCE WITH BCA 3.5.3.1g TO FALL NOT LESS THAN 1:500 FOR EAVES GUTTERS UNLESS FIXED TO METAL FASCIAS FALL OF NOT LESS THAN 1:100 FOR BOX GUTTERS. DOWNPIPES TO BE SIZED TO COMPLY WITH BCA TABLE 3.5.2.1 AND TABLES 3.5.3.2a, b & c.

ALL ROOFING MATERIALS AND RAINWATER GOODS TO BE INSTALLED IN ACCORDANCE WITH THE PRINTED INSTRUCTIONS. NEW SKILLION FLAT ROOFS TO BE 0.60mm LYSAGHT KLIP-LOK HI-TEN COLORBOND ROOFING AT 2° PITCH. TO BE INSTALLED AS PER MANUF'S RECOMMENDATIONS. REFER TO STRUCT'L ENGRS DRWGS FOR DETAIL AND CONSTRUCTION OF ROOF FRAME. NEW HIP ROOFS, RIDGE CAPPING AND HIP CAPPING TO BE TERRACATTA OR ALERNATIVE CONCRETE WITH PAINT FINISH TO MATCH EXISTING. NEW FASCIA & GUTTER SYSTEM TO BE COLORBOND NOVALINE FASCIA & GUTTER SYSTEM WITH COLORBOND HI FRONT QUAD GUTTER. TO BE INSTALLED AS PER MANUF'S RECOMMENDATIONS. UNDERSIDE EAVES OVERHANG LINING LOCATED WITHIN 900mm FROM TITLE BOUNDARY TO BE CONSTRUCTED USING 6mm COMPRESSED CEMENT SHEET OR ALTERNATIVE NON COMBUSTABLE MATERIAL.

GLAZING

ALL ROOFING STRUCTURE INCLUDING SIZES & SUPPORT MEMBERS REFER TO STRUCTURAL ENGINEERS DRAWINGS & COMPUTATIONS.

STAIR RISERS MAX 190, MIN 115 STAIR TREADS MAX 335, MIN 240 BALUSTRADES TO HAVE MINIMUM HEIGHT OF 865MM ABOVE NOSING OF TREADS AND 1000MM ABOVE LANDINGS AND FLOORS. ALL RAILS AND BALLUSTRADES TO HAVE A MAXIMUM 125MM CLEARANCE FROM LANDINGS AND OR LINE CONNECTING TREAD NOSINGS.

PROVIDE MASTIC SEAL AROUND DOWNPIPE PENETRATIONS AND PROVIDE STAINLESS STEEL WIRE LEAF GUARDS TO ALL DOWNPIPES.

ANY FILLING UNDER PAVING SLABS TO BE FCR, GRADE 2A MATERIAL OF 50mm. (MAX.) SIZE COMPACTED IN 200mm. THICK ( MAX) LAYERS TO GIVE 100% STANDARD COMPACTION. GRADE UNIFORMLY BETWEEN GIVEN LEVELS. ALL CROSSINGS TO LOCAL COUNCIL REQUIREMENTS. REFER RELEVANT DETAILS FROM COUNCIL. ALL FRC, RCP, EW & SEWER QUALITY PVC PIPES UNDER TRAFFICABLE PAVING TO HAVE 450mm. MIN. COVER. STORMWATER QUALITY PVC PIPES TO HAVE 600mm. MIN COVER. ALL PIPES IN GARDEN AREAS TO HAVE 300mm. COVER. ALL PIPES TO BE 150 mm. PVC. ALL PIPES UNDER PAVING TO BE 100mm. UPVC.

AS 1288 GLASS IN BUILDINGS SELECTIONS AND INSTALLATIONS AS 1562 DESIGN AND INSTALLATION SHEET ROOF AND WALL CLADDING. PART 1 METAL AS 1684.2 NATIONAL TIMBER FRAMING CODE AS 1860 INSTALLATION OF PARTICLE BOARD FLOORING AS 2047 WINDOWS IN BUILDING SELECTIONS AND INSTALLATIONS AS 2049 ROOF TILES AS 2050 INSTALLATION OF ROOFING TILES AS 2870 RESIDENTIAL SLABS AND FOOTING CONSTRUCTION AS 2904 DAMP PROOF COURSES AND FLASHINGS AS 3600 CONCRETE STRUCTURES AS 3660.1 PROTECTION OF BUILDINGS AGAINST SUBTERRANEAN TERMITES PART 1 NEW BUILDINGS AS 3700 OR MASONARY STRUCTURES AS 4773.1 AND AS 4773.2 AS 3740 AND WATERPROOFING OF WET AREAS IN RESIDENTIAL BCA PART 3.8.1, BUILDINGS AS/NZS 4654.1, AS/NZS 4654.2 TERMINATION OF MEMBRANES AS 3786 SMOKE ALARMS AS 4100 STEEL STRUCTURES AS 4256 PLASTIC ROOF AND WALL CLADDING MATERIALS AS 4055 WIND LOADS FOR HOUSING

STORMWATER DRAIN SHALL BE 150mm. DIA. UPVC, I:100 GRADIENT CONNECTED TO LEGAL POINT OF DISCHARGE AS NOMINATED BY COUNCIL AUTHORITIES. PROVIDE INSPECTION OPENINGS @ 9000mm c/c. O DP DOWN PIPE WITHIN THE LEGAL BOUNDARY LINE. ALL DOWNPIPES TO BE CONFIRMED ON SITE & IN ACCORDANCE WITH SHIRES DIRECTIVE. ALL SEWER DRAINAGE REQUIRES CONNECTION TO A RETICULATED SEWERAGE SYSTEM, PACKAGE TREATMENT PLANT OR AN APPROVED SEPTIC SYSTEM, WORKS TO BE IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS. LEVELS FLOOR LEVELS & ALL LEVELS TO AHD SEE SURVEYORS CADESTRAL DRAWINGS COORDINATE THE POSITIONS OF ALL TRENCHES FOR SERVICES & IN GROUND WORK WITH PLAN OF TREES TO BE RETAINED. REFER TO ENGINEERS DRAWINGS FOR DEPTHS OF ALL STORMWATER PITS HEIGHT & POSITION OF SEWER ORG TO BE BELOW LOWEST FLOOR WASTE TO LOCAL SEWERAGE AUTHORITY REGULATION ROOT BARRIERS REQUIRED TO TREE DRIPLINE ABUTING BUILDINGS. WOB NOTE CLASS 1A WALL ON BOUNDARY IS TO BE WATER PROOFED IN ACCORDANCE WITH 4.7.4 OF AS.3700 WATERPROOFING TO BASEMENT WALL

SELECTION OF MATERIALS FOR SHEET ROOFING, GUTTERING AND DOWNPIPES TO COMPLY WITH TABLES 3.5.1.1 & 2 TO PREVENT CORROSION FROM CONTACT OF DIFFERENT METALS.

SUPPLY AND INSTALL SAFETY MESH UNDER ALL ROOFING.

STAIR

EXHAUST FANS, RIDGE VENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS.

SITE PREPARATION

FOR LARGE SPAN FLOOR JOISTS & CEILING JOISTS REFER TO STRUCTURAL DRAWINGS.

ALL GLAZING TO COMPLY WITH AS 1288-2006, INSTALLATION OF GLASS IN BUILDINGS & AS 2047-2014 WINDOWS IN BUILDING - SELECTION & INSTALLATION. SHOWER SCREENS AND WINDOWS WITHIN 2000mm. OF SHOWER OR BATH PERIMETERS TO BE GLAZED WITH GRADE A SAFETY GLASS. GLAZING IN DOORS SHALL BE GRADE 'A' SAFETY GLASS.

ALL EXTERNAL DOWNPIPES TO BE 100mm COLORBOND DOWNPIPES TO BE FIXED TO 2mm THICK COLORBOND STEEL DOWN PIPE STAND OFF BRACKET FIXED TO EXTERNAL WALL WITH 2No COATCH BOLTS. TO BE INSTALLED TO COUNCIL REGULATIONS & DISCHARGE INTO STORMWATER PIT.

NOTE: ALL RAIN WATER HEAD & SUMP/DP LOCATED TO HAVE NEW OVERFLOW POP INSTALLED TO AVOID OVERFOW OF STORMWATER.

AS 1562.1 DESIGN AND INSTALLATION OF METAL SHEET ROOFING.

CONCRETE FOOTINGS

STABILITY OF THE STRUCTURE

NOTE: NO GAPS GREATER THAN 125MM. REFER TO BALUSTRADE NOTE.

TIMBER FLOORING

PROTECTION & DIVERSION

CONTRACTORS ARE TO TAKE PARTICULAR CARE NOT TO UNDERMINE FOOTINGS OF ANY EXISTING WALLS.

HANDRAIL TO BE 1000MM HIGH.

BCA AND STANDARDS - GENERAL: ALL WORKS SHALL COMPLY WITH THE BCA/NCC 2019 VOLUMN 2AMENDMENT 1 AND NOT BE LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS:

ALL MECHANICAL AND OTHER SERVICE PENETRATIONS TO BE FULLY FLASHED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.

COLORBOND SOAKER FLASHING WITH, COMPRESSED SHEET LINING TO WALL FLASHING TO TUCK UNDER SHEET LINING FLASH & SEAL MAKE WATERTIGHT & VERMINPROOF MAKE GOOD ON COMPLETION. COLORBOND VALLEY FLASHING AND BARGE FLASHING AS REQUIRED AS PER MANUFACTURERS INSTALLATION AND DETAILS. MAKE GOOD, WATERPROOF AND VERMINE PROOF AS REQUIRED.

THE RETAINING WALLS TO THE BASEMENT WILL BE CONSTRUCTED OF REINFORCED BLOCKWORK PLACED ABOVE THE SLAB FOOTING. THE BLOCKWORK WALLS WILL FORM PART OF THE BUILDING'S SUBFLOOR CONSTRUCTION. THE WATERPROOFING DESIGN OF THE BASEMENT WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF BRITISH STANDARD BS8102:2022 - CODE OF PRACTICE FOR PROTECTION OF STRUCTURES AGAINST WATER FROM THE GROUND FOR A GRADE 3 DRY ENVIRONMENT. THE BASEMENT SLAB ON GROUND WILL BE INSTALLED ON A DAMP-PROOF MEMBRANE/VAPOUR BARRIER IN ACCORDANCE WITH AS 2870 RESIDENTIAL SLAB & FOOTINGS CLASSIFICATION. THE BLOCKWORK WALLS WILL BE PROVIDED WITH XYPEX ADMIX ADMIXTURE FOR THE CONCRETE INFILL FOR WATERPROOFING. BLOCKWORK WALLS WILL BE PROVIDED WITH A CONTINUOUS VOLTEX BENTONITE GEOTEXTILE LAYER AND GRIPSET 51 WATERPROOFING MEMBRANE. THE UNDERSLAB POLYTHENE MEMBRANE WILL FORM A CONTINUOUS WRAP OVER THE BLOCKWORK WALLS IN ACCORDANCE WITH AS 3700 - MASONRY STRUCTURES BEHIND THE GEOTEXTILE LAYER. THE WATERPROOFING MEMBRANES WILL BE APPLIED FROM A MINIMUM 150MM ABOVE THE NATURAL GROUND LEVEL DOWN THE EXTERIOR FACE OF THE BLOCKWORK WALL TO OVERLAP A MINIMUM 150MM WITH THE UNDERSLAB POLYTHENE MEMBRANE. A PLIABLE MEMBRANE WILL BE INSTALLED TO THE CAVITY SIDE OF INTERNAL BASEMENT WALLS IN ACCORDANCE WITH AS/NZS 4200.1 & AS/NZS 4200.2. A SPOON DRAIN SYSTEM WILL BE PRESENT AROUND THE PERIMETER OF THE BASEMENT LOCATED AT THE INTERIOR OF THE BLOCKWORK WALLS. THE WALL CAVITY WILL BE PROVIDED WITH APPROPRIATE VENTILATION TO PREVENT DAMPNESS. THE BASEMENT SPOON DRAIN WILL SIT LEVEL WITH THE BASEMENT FINISHED FLOOR LEVEL BEHIND A 150MM CONCRETE HOB. ALL BASEMENT SPOON DRAINS WILL FALL AT A MINIMUM GRADIENT OF 1:100 TO A SERIES OF FLOOR WASTES WHICH WILL CONNECT TO THE STORMWATER SYSTEM OF THE BUILDING.

ALL COLOURBOND CAPPING FLASHING TO ENCAPSULATE BUILDING PROJECTION SUPORTED ON WATERPROOF PLY AND TIMBER FRAMING WITH APROVED INSULATION MAKE WATER PROOF & VERMIN PROOF AS REQUIRED. ALL FLASHINGS AND CAPPINGS SHALL BE 1.0mm COLOURBOND FIXED WITH ZINCALUME COATED STEEL SCREWS & NEOPRENE WASHERS INTO APPROVED MASONRY PLUGS. SILICON SEAL EACH FIXING POINT. HOLES IN CAPPING TO BE SLIGHTLY OVERSIZED TO ALLOW FOR EXPANSION.

HANDRAIL TO BE PROVIDED ALONG ONE SIDE OF STAIRS, FIXED AT A HEIGHT OF 865MM ABOVE NOSINGS. STRINGERS TO BE 245 X 45 F17 MIN.

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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GENERAL NOTES 2 Tara Avenue Kew VIC

DRAWING STATUS

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DRAWING NO.

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REVISION.

FOOTPA

RTW

STORMWATER PIT

GRATED PIT

51.2

51.4

51.6

50.4

49.8

TELSTRA PITS TELSTRA PITS

48.2 RTW

HAB

51. 6

19.10 269°45'

TBM-RIVET IN FOOTPATH AHD R.L 46.71m

49.4

49.

9. 2

IN V

8. 6

48 .

47 .

4 48 .

8. 6

IN V

5 0 .3 1

4 9.

9. 6

50 . 54 4 9 .9 8

4 9 .9 4

49 .

IN V :4 9 .7 7

IN V

DEVELOPMENT SUMMARY 957.3m² Total Site Area 492.8m²(51.5%) Total Site Coverage Total Permeable Area 249.3m²(26.0%) 99.1 m² Total Driveway Area 437.3m²(45.7%) Total Garden Area TERRACE1 Ground Floor Area 152.2m² First Floor Area 142.5m² Basement Area 181.8m² Total Floor Area 476.5m² Garden Area 214.5m²

9. 2

TERRACE2 124.9m² Ground Floor Area 119.1m² First Floor Area 152.2m² Basement Area 396.2m² Total Floor Area 95.8m² Garden Area TERRACE3 127.2m² Ground Floor Area 116.9m² First Floor Area 147.6m² Basement Area 391.7m² Total Floor Area 112.2m² Garden Area

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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5 1 .1 7

9. 8

T.O.G.59.26

49.6

.0 8

IN V

0. 2

HAB

50.

47 .

49.6

48.

17 TELSTRA PIT 47 .

9. 2

2m PALING FENCE

48.0

V: 4

5 1 .6 3

TELSTRA PIT IN V :5 0 .3 2

5 0 .8 1

51 . 52

5 1 .2 5 5 1 .0 5

50 . 63

51 . 32 5 1 .7 1

PROP OUTLET I NV : 5 51 0. . 03 5 95 1 .1 3

5 0 .8 8 I N V: 5 0 .7 1

PROPOSED 2.0M PALING FENCE

RTW

6. 8

.0 3

SIGN

.9 3

0. 0

49.8

48 .

PROP OUTLET

SIGN

.7 6

5 0 .3 4

Ht-1m

6. 6

8. 4 3 8 7 . 43 48.6 63

Ht-3m

48 .

5 1 .1 6

Ht-3m

5 0 .3 1

SIGN

8. 3

5 1 .7 0

1.5m WELD MESH

6. 98 48 .

.8 2

PROPOSED NEW CROSSOVER

V: 4

ELECTRICAL METER BOX

.4 6

99 RTW

47 .

49 .

AVENUE

RTW

359°54' 49.99

.7 5

.5 6

8. 7

U2 MAIL BOX

RTW

FFL 48.820

48 .

TL-01

ENS

PROJECT

U1 MAIL BOX

FFL 50.388

FFL 46.936

CT-01

48 .

BED 1

WIR

48 .

FFL 48.800

0.0

PROPOSED NEW CROSSOVER

FFL 47.495

51 . 41

TARA

EXISTING CROSSOVER TO BE REMOVED

51 .0 51 8 . 05

EXISTING STREET TREE1 TO BE REMOVED& RELOCATED ON PROPERTY OWNER'S COST

ELECTRICAL METER BOX

50 . 32

5 0 .3 2 U3 MAIL BOX

50 . 30

0 51.

8. 6

5 1 .6 6

EXISTING CROSSOVER TO BE REMOVED

CT-01

FFL 50.420

.9 8

51 . 40

ELECTRICAL METER BOX

BED 1

ENTRY

TL-01

7 8 9

P'TRY

ENTRY

50.2

UNIT 1

.0 4

B KIT

TL-01

5 1 .6 8

89°45' 19.20

6 1

50 .

B KIT 1

8. 1

FFL 48.950

ENS

PROPOSED NEW CROSSOVER EXISTING STREET TREE4 TO BE REMOVED& RELOCATED ON PROPERTY OWNER'S COST

.3 6

5 0 .3 3

5 1 .4 6

5 1 .0 5

5 0 .2 7 50 . 39

CT-01

V: 4

TF-01

16 15 14 13 12 11 10 9 8 7 6 5 43

BED 1

RTW

.9 9

LIVING & DINING

10 11 12 13 14 15 16

2 51.

0. 1

.1 3

TL-01

FFL 51.500

KIT

.4 51

.1 5

50 .

UNIT 2

FFL 51.520

TL-01

ENTRY

FFL 50.550 TF-01

FW DP

ENS

.8 3

B KIT

16 15 14 13 12 11 10 9 8 7 6 5 43

TL-01

.7 7

FFL 51.650 UP

46 .

50 50 .2 . 24

.1 9

TF-01 18

KIT

LIVING & DINING

.8 9

UNIT 3

KIT

NV :

.3 9 DP

LIVING & DINDING

FFL 48.820

47 .

FFL 50.420

FFL 51.520

PROPOSED 2.0M PALING FENCE

02 03

3645

PROPOSED 2.0M PALING FENCE

Ht-12m

6. 1

R. 5 5 .5 8 PROPOSED 2.0M PALING FENCE

180°01' 49.99

2m PALING FENCE

COD E

Dwellings Under UNIT 1 Construction

RTW RTW

NOTE A

6. 2

18 Stevenson Street 4

UNIT 3

OUSE

1.4m BRICK WALL

CARPORT

Ht-7m

SITE PLAN 2 Tara Avenue Kew VIC

17 18

No. of Bed: No. of Carspace:

4 2

Total POS Total SPOS

222.8m² 76.2m²

No. of Bed: No. of Carspace: Total POS Total SPOS

4 2 98.9m² 54.8m²

4 2 115.6m² 59.1m²

DRAWING STATUS

FOR CONSTRUCTION

23 24

PLANS TO BE READ IN CONJUNCTION WITH ALL TOWN PLANNING DOCUMENTS WIND CLASSIFICATION: N1 REFER TO A100 GENERAL NOTES AND ENERGY REPORT FOR ALL ENERGY REQUIREMENTS TO WALLS, CEILINGS, WINDOWS AND LIGHTS. GLASS SPLASHBACKS BEHIND GAS COOKTOPS MUST BE IN ACCORDANCE WITH THE PLUMBING AND GAS STANDARDS (MINIMUM 6MM TOUGHENED GLASS) ARTICULATION JOINTS NEED TO BE MAXIMUM 5M APART. ALL BOX GUTTERS MUST DISCHARGE STRAIGHT INTO A RAIN WATER HEAD WITH NO 90 DEGREE RAIN HEAD OTHERWISE RE-DESIGN WITH AN INTERNAL SUMP, AND BOX GUTTER OVER FLOW PREVENTION IN ACCORDANCE WITH AS3500.3. ALL ROOF TO BE PROVIDED WITH ROOF SARKING. ALL WC, SANITARY COMPARTMENTS, ENSUITES OR BATHROOM DOORS WHICH SWING INWARDS AND ARE WITHIN 1200MM OF A TOILET PAN REQUIRED LIFT OFF DOOR HINGES AND THE TOP OF DOOR TRIMMED 10MM TO ALLOW IT TO BE REMOVABLE. ALL FIRST FLOOR HABITABLE ROOM SITUATED LESS THAN 1700MM ABOVE THE FFL MUST BE RESTRICTED TO OPEN A MAXIMUM 125MM. ALL BOX GUTTER SIZE HAS A MINIMUM SIZE OF 300MM WIDE X 100MM DEEP. SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH AS3786, HARD WIRED WITH BATTERY BACK UP AND INTERCONNECTED TOGETHER IN EACH DWELLING, I.E. IF ONE SMOKE ALARM TURNS ON, ON ANY LEVEL EACH OTHER LEVEL SMOKE ALARM TURNS ON ALSO. ALL STAIRS TO HAVE A NON- SLIP RESISTANT FINISH WITH A RATING OF P3 MINIMUM. GLASS SPLASHBACKS BEHIND GAS COOKTOPS MUST BE IN ACCORDANCE WITH THE PLUMBING AND GAS STANDARDS (MINIMUM 6MM TOUGHENED GLASS) ALL SHOWER TO HAVE IMPERVIOUS WALL LINING UP TO 1800MM, I.E. TILES OR VINYL. WET AREA SINKS TO HAVE IMPERMEABLE SPLASHBACK TO MINIMUM 150MM HIGH, I.E. TILES OR VINYL. TERMITE PROTECTION REQUIRED TO ALL BUILDINGS IN ACCORDANCE WITH AS3660.1. ALL MASONRY MUST BE INSTALLED TO AS4773 AND AS3700. ANY PENETRATIONS IN THIS FIRE RATED CONSTRUCTION MUST BE PROTECTED, I.E. FIRE COLLARS TO ANY SERVICE PIPES, WIRE PENETRATIONS SEALED WITH A FIRE RATED MASTIC SEALANT AND NO DOWN LIGHT ETC. CRUSHED ROCK AND AGI-PIPE FOR THE ON BOUNDARY WALLS AND RETAINING WALLS CANNOT BE INSTALLED OVER THE TITLE ALLOTMENT BOUNDARY ALL BALCONIES ARE TO COMPLY AND BE WATERPROOFED AND DRAINED IN ACCORDANCE WITH AS4654 PARTS 1 AND 2. BALCONY OVER FLOW POPS TO BE INSTALLED TO THE BOTTOM OF THE SOLID BALUSTRADE. THE F.F.L. OF BALCONIES WILL BE MINIMUM OF 50MM LOWER THAN DWELLINGS INTERNAL F.F.L. ENSURE EXTERNAL FINISHED SURFACE SURROUNDING THE SLAB MUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THE BUILDING AND GRADED TO GIVE A SLOPE OF NOT LESS THAN 50MM OVER THE FIRST 1M FROM THE BUILDING. ALL SHOWERS TO HAVE 50MM SET DOWN ALL EXTERNAL AREA LIGHTING WILL BE CONTROLLED THROUGH MOTION/DAYLIGHT SENSOR.

DRAWING NO.

A200

PROJECT NO.

20-009

REVISION.

51 . 55 51 . 5 1 .4 1 IN V :5 1 . 31

NOTE A

1225

9535

3650

9985

3650

6700

5950

COD E 01

9310

02 03

N PARKDISC D450 @ KLAUS GARAGE TURNTABLE

WT-F1

PARKDISC D450 @ KLAUS GARAGE TURNTABLE

WT-F1

WT-F1 DP

3250

WT-F1

WT-F

L'DRY TL-01

TL-01

WT-B

TL-01

BATH FW

WT-B

L'DRY TL-01

3915

THEATER TF-01

WT-D

123 / 1000 RAMP UP

WT-D

3050

5285

CONC. FFL 45.810

WT-E

K CAR SPACE

DP WT-E

11 10 11 12 13 14 15 16

WT-B

D.23 U1

WT-E

WT-B

T W

3600

WT-B

D.16 U2

CELLAR

TF-01

THEATER

TF-01

D.22 U1

1 -F

DP WT-F

WT-E

WT-B

TL-01

TL-01 194 / 1000 RAMP UP

WT-F

3600

THEATER

BATH

D.17 U2

TL-01

WT-F1

UNIT 1

FFL 45.950 TF-01

3050

WT-E3

FFL 47.550

D.18 U2

BATH

WT-F1

123 / 1000 RAMP UP

DP D.19 U2

1 2 3 4 5 6 7 8 9

CELLAR TF-01

D.21 U1

249 / 1000 RAMP UP

D.16 U3

TL-01

WT-E

TF-01 WT-B

D.17 U3

123 / 1000 RAMP UP

FFL 48.650 WT-E

5285

UP D.18 U3

D.19 U3

D.20 U1

CELLAR

D.14 U2

16 15 14 13 12 11 10 9 8 7 6 5 4

D.15 U2

16 15 14 13 12 11 10 9 8 7 6 5 4

WT-E3

WT-E2

D.14 U3

T-

D.15 U3

WT-E2

WT-E

UNIT 2

D.20 U2

D.19 U1

D.20 U3

D.18 U1

E T-

UNIT 3

GYM TF-01

87 / 1000 RAMP UP

CONC.

WT-E

CONC.

WT-B

WT-F1

FFL 47.410

CAR SPACE

WT-E2

FFL 48.510

CAR SPACE

WT-E2

WT-D

3915

WT-F1

16 17

9535

3650

9985

3650

6700

5950

9310

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 100 @ A1

DRWN

CHCK

Checker

TITLE

1225

PROJECT

BASEMENT PLAN 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A202

PROJECT NO.

20-009

REVISION.

NOTE A

1225

9535

3650

9985

3650

6700

5950

COD E 01

9310

02 03

TL-02

FFL 50.420

FFL 48.820

5285

W.06 U3

D.05 U3

B KIT

W.06 U2

WT-A

16 15 14 13 12 11 10 9 8 7 6 5 43

TL-01

W.07 U3

WT-B

FFL 51.650 WT-B

WT-B

D.05 U2

WT-B

TF-01 FFL 48.950 D.08 U1

B KIT

DP W.05 U1

TL-01

WT-A

D.09 U1

W.03 U2

WT-B

UNIT 1

P'TRY

D.02 U1

7 8 9

WT-A3

WT-A

W.02 U3

W.01 U3

D.02 U3

-A2

WT-A2

ENTRY

D.03 U2 D.02 U2

D.01 U3

WT-A3

FFL 51.520

WT-B

TL-01

WT-A FFL 50.420

3050

W.02 U2

WT -A

TL-01

ENTRY

TL-01

D.03 U1 19

11 D.01 U1

FFL 48.800

FFL 47.495

FFL 46.936

BED 1 CT-01

TL-01

ENS

D.01 U2

W.01 U2

WT-A2

FFL 51.500

WIR

WT-A2

WT-B

ENTRY

WT-B

D.04 U1

D.07 U1

W.01 U1

WT-A

WT-B

D.03 U3

WT-A3

ENS

CT-01

ENS

W.08 U2

BED 1 WT-A

CT-01

WT-B

BED 1

WT-A

TL-01

WT-B

WT-A3

3600

W.08 U3

W.02 U1

WT-B

10 11 12 13 14 15 16

3915

LIVING & DINING

B KIT

16 15 14 13 12 11 10 9 8 7 6 5 43

W.07 U2

W.03 U3

D.04 U2

UNIT 2

WT-A

TF-01

KIT WT-B

5285

D.04 U3

W.03 U1

3600

FFL 50.550 TF-01

UNIT 3

W.04 U1

KIT

LIVING & DINING

WT-A

W.04 U2

W.08 U1

D.05 U1

D.06 U1

12 13

FFL 50.388

WT-A2

WT-A

FFL 48.820

W.06 U1

WT-A

W.07 U1

WT-A

3050

WT-A3

LIVING & DINDING

W.05 U2

WT-A

WT-A2

W.04 U3

KIT

WT-A

WT-A2

W.05 U3

WT-A3

3915

WT-A

WT-B

WT-A

3250

TL-02 FFL 51.520

WT-B

1 A701

WT-A2

3250

1 A702

WT-B

WT-A2

M 1 A700

16 17

9535

3650

9985

3650

6700

5950

9310

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 100 @ A1

DRWN

CHCK

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TITLE

1225

PROJECT

GROUND FLOOR PLAN 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A203

PROJECT NO.

20-009

REVISION.

NOTE A

1225

9535

3650

9985

3650

6700

5950

COD E 01

9310

02 03

N 05

3250

RH+DP

WT-A2

14 13 12 11 10 9 8 7 6

D.06 U2

WT-B

WIR

BED 2

D.07 U2

CT-01

WT-A

W.10 U2

WT-A2

3915 WT-A2

TF-01 FFL 52.500

WIR

VOID

10 11

W.10 U1

WT-B

WT-A2

WT-B

RETREAT

W.11 U1

WT-B

UNIT 1

10 11 12 13 14 15 16 17 18 19

D.12 U1

W.09 U2

WT-A2

D.13 U1

WT-B

5 6 7 8 9

TL-01

D.08 U2

1.1M BLASTRADE WALL

ENS

D.07 U3

2°

WIR

D.15 U1

5285

TL-01

W.11 U3

WT-A

TF-01 FFL 53.900

WT-B

WT-A3

WIR

W.12 U2

WT-B

D.10 U1

D.11 U1

BED 4 CT-01

WT-A3

W.17 U1

W.11 U2

WT-A3

3050

WT-A2

RETREAT

ENS

WT-A3 W.10 U3

1.1M BLASTRADE WALL

TL-01

WT-A

W.09 U3

WT-B

ENS

D.09 U2

WT-A

WT-A3

3600

CT-01

D.08 U3

WT-A

BED 2

D.12 U2

WT-A3

TL-01

WT-B

ENS

RH+DP DP

WT-B

W.17 U2

W.12 U1

CT-01

WT-B

D.16 U1

WT-B

BED 2

WT-B

D.06 U3

FW DP

WT-B

D.17 U1

D.14 U1

3600

14 13 12 11 10 9 8 7 6

WT-B

D.10 U2

ENS

CT-01

W.16 U1

WTA3

WT-A3

W.09 U1

3050

W.12 U3

CT-01

BED 3

W.15 U1

TL-01

WT-A2

2°

RETREAT TF-01 FFL 55.000

2°

W.13 U1

WT-A2

1.1M BLASTRADE WALL

UNIT 2

WT-B

BED 3

D.11 U2

CT-01

W.14 U1

1.1M BLASTRADE WALL

WT-B

W.13 U2

WT-B

D.09 U3

TL-01

WT-B

D.12 U3

BED 4

W.16 U2

WT-A3

WT-B

5285

2°

D.13 U2

WT-B

D.10 U3

DP W.17 U3

WT-A2

WT-A

RH+DP

WT-A

UNIT 3

CT-01

WT-A

WIR

ENS TL-01

BED 3

D.11 U3

CT-01

WT-B

RH+DP W.13 U3

WT-A3

BED 4

W.16 U3

TL-01

ENS

D.13 U3

WT-B

WT-A3

3915

RH+DP

TL-01

WT-A FW

WT-A3

ENS

W.15 U2

RH+DP

WT-B

WT-A

W.14 U2

WT-A3

WT-B

W.14 U3

WT-A3

W.15 U3

16 17

9535

3650

9985

3650

6700

5950

9310

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 100 @ A1

DRWN

CHCK

Checker

TITLE

1225

PROJECT

FIRST FLOOR PLAN 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A204

PROJECT NO.

20-009

REVISION.

NOTE A

1225

9535

3650

9985

3650

6700

5950

COD E 01

9310

02 03

N 05

3250

W.20 U3

W.20 U2

2° FALL

2° FALL W.21 U1

2° FALL

2°

UNIT 3

2°

5285

RH+DP

DP 2°

W.20 U1

UNIT 2

2° FALL W.19 U3

UNIT 1

2° FALL

W.19 U2

5285

RH+DP

2°

3915

2° FALL

11 DP

3600

2° FALL

W.19 U1

RH+DP

2° FALL

W.18 U3

K DP

3600

RH+DP

W.18 U2

2° FALL W.18 U1

L 3050

3050

16 17

9535

3650

9985

3650

6700

5950

9310

23 24

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REV.

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 100 @ A1

DRWN

CHCK

Checker

TITLE

1225

PROJECT

ROOF PLAN 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A205

PROJECT NO.

20-009

REVISION.

U1 SOUTHEAST PERSPECTIVE Scale -

U1 NORTH PERSPECTIVE Scale -

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

@ A1

DRWN

CHCK

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TITLE

PROJECT

INDIVIDULE PERSPECTIVE-U1 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A300

PROJECT NO.

20-009

REVISION.

6700 9010

260 925 275

W.04

9310 1185 275

CAR SPACE

KIT, LIVING & DINING 110 1050 110 1305 110 1010 110 2005

2080 B KIT

375 375

2085

110 960 110

BATH

6050

150

9310

275

CAR SPACE 5800

150

9310

14700

CAR SPACE

WT-B

BED 1 CT-01

TL-01

ENS

D.00 U#

DOOR TAG

WT-00

WALL TYPE

XX-00

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

WT-A

3250 685 W.03 W.02 D.01

275 685

1185 1700 2180 575 1950

WT-A2 DN

800

W.07 U1

275

WT-A

1985

W.06 U1

1140

275 685

275

FFL 48.820

1800

WT-A 1800

WT-A2

WT-A

W.08 U1

D.05 U1

D.06 U1

1185 275

2080

110

3585

110

2455

1185 275

WIR 2080

110

BED1 3585

110

L'DRY 2075

1185

WIR 1660

BED 1 3300

ENS 345 1250

1015

110

2580

760

8710

110

ENTRY 2960

460

9010

1075

RETREAT 1770

W.07

1350

9010

W.08

U1 GROUND FLOOR PLAN

Scale - 1 : 100

WINDOW TAG

5680

W.01

D.07 U1

U1 BASEMENT PLAN

W.00 U#

FFL 48.800

D.04 U1

W.01 U1

Scale - 1 : 100

DOWNPIPE DOWNPIPE+SUMP DOWNPIPE+RAIN HEAD FLOOR WASTE

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

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ISSUE

DATE

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SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

D.01 U1

2250

W.06

ENTRY

TL-01

1085 500

WT-B

TL-01

D.03 U1

10 11 12 13 14 15 16

WIR

D.02 U1

7 8 9

WT-B

W.02 U1

WT-B

WC 12630

LIFT

P'TRY

BED1

WIR 4445

4445

D.09 U1

STAIR

P'TRY B KIT 110 1090 110 1075 110

110 1000 110

1720

W.05 1880

5285

W.05 U1

39 7260

B KIT

UNIT 1

110 980 110

D.08 U1

1655

WT-A

FFL 48.950

L'DRY

LIVING & DINING

4975

KIT 5690

TF-01

110

5800

THEATER

5355

3600 150

275

LIVING & DINING

275 685

685 3915

2785

3250

3600

WT-F1

110

WT-A

KIT

3050 WT-F

600150

8710

W.03 U1

1985

WT-E

WT-E2

TF-01

760

2580 ENTRY

WT-A

WT-F1

THEATER

WT-E 590325

590325

150 150 820

D.23 U1

8095

THEATER

5735

5945 590325

10 11 12 13 14 15 16

3600

THEATER 6400

820 4050

CONC. FFL 45.810

3050

CAR SPACE

F T-

450

W.04 U1

460

3600

FFL 48.820

3050

STAIR

TL-01

D.22 U1

4480

LIFT

BATH

1 2 3 4 5 6 7 8 9

LIFT

9010

WT-F1

UNIT 1

FFL 45.950 TF-01

CAR SPACE

D.21 U1

TL-01

WT-B

D.18

WT-E2 D.20 U1

CELLAR

STAIR

460

9670

WT-E

GYM

275

2015 160 1085 110 1095 110

110 115

110

150 820

150 820 GYM 3380

3295 110 2260

CELLAR 3870

110 1960

BATH

5285

15850

D.18 U1 D.19 U1

T-

87 / 1000 RAMP UP

GYM TF-01

410

3250

325 820

325

WT-F1

WT-F

3915

GYM 3295

WT-F1

14130

3250

4070

3250

N 3250

11030

110

LIFT

150

ENS

STAIR

235 5800

9010

3985

CELLAR

275

3325

275

8315 1575

9310

7400

WT-A2

275

110 960 110 1100 110

5950

1040

WT-A2

2085

1185

WT-A2

3750

375

9310

WT-A2

375

5950

WT-B

6700

1985

WT-B2

PROJECT

INDIVIDULE PLAN-U1 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A301

PROJECT NO.

20-009

REVISION.

6700 1185

1040

5950

2400

3645

W.14 3935

110

1185 275 900 110

BED3 1815

ENS 110 1000110 1380 110

2080

110

1980

1135

W.13 3765

110 1580

110

1890

9010 9310 6700

110

6840

WIR

1145

450 845

BED2 1805

110

9310

2400

1185 275

760

8710

2650

5950

1185

8710

10635

9310 1130

9010

ENS

2080

1185 275

ENS 2080

1185

ENS 1600

500

110

2540

110

WIR 2540

110 110 590 110

WIR 3280

1700

W.16

110

W.17

BED4 2535

1890 VOID

1850

760

8710

160 300

8710

300 300

9010

D.00 U#

DOOR TAG

WT-00

WALL TYPE

XX-00

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

3250 3530 6000

12280

5285

W.11 W.10

RH+DP 3600

3200

2175

UNIT 1

2° FALL

1800

3050

635

1085

635

W.18 U1

M 1185

11765

9010

U1 ROOF PLAN

Scale - 1 : 100

WINDOW TAG

W.20 U1

W.19 U1

W.09

685

3915

VOID 575 2250

U1 FIRST FLOOR PLAN

W.00 U#

3250 685

3250

3250 685 W.12

BED2 1700 500 645

Scale - 1 : 100

DOWNPIPE DOWNPIPE+SUMP DOWNPIPE+RAIN HEAD FLOOR WASTE

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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DATE

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SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

3490 RETREAT 6190

2°

2° FALL

M 1185 275

2° FALL W.21 U1

500

110 160 2435

W.09 U1

WT-A3

1185

3250

3250 275 685 700110 RETREAT 4630

160 2435

WTA3

160

WT-A3

2435

160

W.17 U1 W.16 U1

RH+DP

1680

WT-B

CT-01

W.09

BED 4

BED4 1520

BED4 3440

110

WIR

D.11 U1

BED2 3305

ENS 4005 110 RETREAT 4630 STAIR

2760

WT-B

D.10 U1

BED4 3440

WT-B D.12 U1

275 685 2365 110

10 11 12 13 14 15 16 17 18 19

110

W.10 U1

TL-01

VOID

110 1090 110

TF-01 FFL 52.500

WIR

2380

RETREAT

2435

450 160 2435

UNIT 1

5 6 7 8 9

W.11 U1

WT-B

4110

LIFT STAIR

ENS

WT-B

1.1M BLASTRADE WALL

FW FW

D.13 U1

WT-A2

WT-A

TL-01

D.15 U1

110 DP

1530

WT-B

WIR

WT-A2

CT-01

1.1M BLASTRADE WALL

WT-B

ENS

WIR

110 1090 110 1075 110

ENS 1575 110 ENS 1620

5840

D.14 U1

W.12 U1

WT-A2

110 2380 9015

110

5285

ENS

BED 2

3600 3050

2435

450

D.16 U1

WT-B

TL-01

WT-A2

CT-01

D.17 U1

WT-B

BED3

BED 3

W.15 U1

W.13 U1

WT-B

WT-A

W.14 U1

275 685

3250

3250 285 675

BED3 4005

W.15 3405

1950

WT-A2

WT-A

3915

1315

685

3250

PROJECT

INDIVIDULE PLAN-U1 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A302

PROJECT NO.

20-009

REVISION.

U2 SOUTH PERSPECTIVE Scale -

U2 NORTH PERSPECTIVE Scale -

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

@ A1

DRWN

CHCK

Checker

TITLE

PROJECT

INDIVIDULE PERSPECTIVE-U2 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A303

PROJECT NO.

20-009

REVISION.

9985

3650

200

375

CAR SPACE 110 1175 110 1435

375

3650

7400

1245 215 1225

NOTE A

3650

1245 215 1175

13435 6580

9985

13785

200

W.05 1085

3005

2950

1750

1100

735 275

1010 110

W.04 2775

275

375

B KIT

LIFT

3250 685

275 685

KIT B KIT 700

6125

W.01 U2

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

DOWNPIPE

DOWNPIPE+SUMP

W.03

10 11

3615

FFL 50.388 3000

W.02 U2

XX-00

3000

WT-A2

WT -A2

3000

WT-A FFL 50.420

D.01 U2

460

WT-A3

WALL TYPE

02 03

FLOOR WASTE

6040

1580

5350

ENTRY D.02 U2

WT-00

2535 WT-B D.03 U2

DOOR TAG

110

CT-01

1940

WT-A3

275

WT-B

BED 1

ENTRY

ENS

W.08 U2

W.03 U2

WT-B

1810

TL-01

WT-B

4135

BED1

DP WT-A

TL-01

450390

B KIT

WT-A

STAIR

STAIR 110 1070 110

ENS

16 15 14 13 12 11 10 9 8 7 6 5 43

W.07 U2

W.07 110 1300 110 1070 110 W.08 2725 60 275

D.05 U2

WT-B

D.04 U2

LIVING & DINING 110 3800

UNIT 2

3000

WT-B

110 1275 110

WT-A3

LIVING & DINING

5350

LIVING & DINING 5350

7105 W.06

2000 2050 3600

450390

1150

800

1350

860

235

3840

3050

WT-E

WT-D

FFL 50.550 TF-01

D.00 U#

DOWNPIPE+RAIN HEAD

KIT

LIVING & DINING

W.06 U2

W.04 U2

LIFT 275

W.05 U2

WT-A

275 685

3915

685

WT-A

WINDOW TAG

M 375 375 200

4605 THEATER 4605 THEATER

110 1380 110

1680

110 1240 375

BATH CELLAR L'DRY 110 1380 110 3030 375 9585

BATH

L'DRY

200 200

3650

M 1245 215

375

CAR SPACE 3250

375

D.14 3650

200 375

5315

1245 215 1380 110 1245

ENS 1125 665

110 1185 110 4425

1390

BED1 710 1850

W.01

W.02

1545

3895

2240

275

3895

1140

ENTRY 1600

275

3895

14 15

D.01

U2 BASEMENT PLAN Scale - 1 : 100

U2 GROUND FLOOR PLAN

Scale - 1 : 100 20

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

275

LIFT 110

3250

3250 150 6340

CAR SPACE 5960 275 LIFT 2495 110 1615 110

110 1085 110 1305 275 WT-E

3050

TL-01

3000

L'DRY

WT-D

3050

L'DRY 9125

WT-B

L'DRY 1715

WT-B

TL-01

1615

TL-01

BATH

3050

375

WT-B

D.16 U2

CELLAR

TF-01

THEATER

TF-01

110

D.17 U2

375

WT-E

WT-E3

FFL 47.550

D.18 U2

1715

UP D.19 U2

123 / 1000 RAMP UP

WT-E

STAIR

BATH

THEATER 3435 110 1220 160 1115 275

5285

160 1115 275 4765

WT-A

3600

T-

375

FFL 50.420

D.14 U2

D.15 U2

WT-E 3050

3050

1235

UNIT 2

16 15 14 13 12 11 10 9 8 7 6 5 4

5960

WT-E2

WT-E

CONC.

375

WT-D

FFL 47.410

CAR SPACE

D.20 U2

150

249 / 1000 RAMP UP

5960

CAR SPACE

TL-02 150

150

150 5960

3915

3250

PARKDISC D450 @ KLAUS GARAGE TURNTABLE

WT-F1

3250

N 3250

W.00 U#

COD E

PROJECT

INDIVIDULE PLAN-U2 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A304

PROJECT NO.

20-009

REVISION.

D 9985 1210 295510

2410

780

160

1345 260

2435

160

4255

110 1470

2435

160

4255

110 1470 110

2435

160

4255

110 1470 110 980 110 1155 110 1180 215 1345

1245

5045

D.12 U2

WT-B

1.1M BLASTRADE WALL 3

14 13 12 11 10 9 8 7 6

D.06 U2

3250 585

6040

3550

BED3 4770

2°

DOOR TAG

WT-00

WALL TYPE

XX-00

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

WT-A3

2°

DOWNPIPE+SUMP

UNIT 2 W.19 U2

2° FALL

D.07 U2

W.11 U2

3000

M 2435

160

2435

160

2435 1190

600

4180

110 1185 110

3895

110

LIFT 4590

RETREAT 110 2240

215 1345

ENS 2425

275

BED2 4590

275

WIR 2290

1345

275

2290

1605

W.09

710

1840 W.10

BED2 1150 35

1565

12 13

215 1345

2430

1390

5080

DN 3050

WT-A2

WT-A3

W.18 U2

1045

W.09 U2 W.10 U2

2° FALL

840 60

215 WT-A

WT-A

275

WT-A

3000

CT-01

RH+DP

3600

D.08 U2

WIR 4250

WIR

BED 2

DOWNPIPE

TL-01

02 03

WT-B DP

ENS

1245

100

3250

100 685

275585

3915

3630

WT-A3

460

450390 3000

3050

TF-01 FFL 53.900

RH+DP

W.12 U2

3050

RETREAT

D.00 U#

FLOOR WASTE

2° FALL

WINDOW TAG

DOWNPIPE+RAIN HEAD W.20 U2

RH+DP

D.09 U2

3230

WT-B

D.10 U2

W.00 U#

COD E

110

W.17 U2

CT-01

5285

WIR

WT-B

W.12

UNIT 2

BED 3

D.11 U2

CT-01

110

BED 4

1605

W.13 U2

RETREAT 2100

TL-01 ENS

RH+DP

WT-A3

ENS

WT-A3

WT-B W.16 U2

WIR

D.13 U2

WT-A2

WT-A

WT-B

TL-01

LIFT

3160

ENS

WT-B

100 160

100

RH+DP

ENS BED4 1580 110 STAIR 110 1430 110 1090 110

WT-A

BED2

4135

ENS 4430

100 160 110

W.15 1580

1210 345 970 1810 1025 790

W.14 U2

3600

4740

1810

5285

W.16 3160

3915

W.17 110 1070 110 1090 110

3700

3250

W.15 U2

6155

215 1345

WT-A3

1190

NOTE A

3650

3250

3535

585

4650

9985

3650

11270

1190

3000

1245

100

15 1245

1125 65

1990

5575

2290

1605

W.11

17 18

U2 FIRST FLOOR PLAN Scale - 1 : 100

U2 ROOF PLAN

Scale - 1 : 100 20

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

PROJECT

INDIVIDULE PLAN-U2 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A305

PROJECT NO.

20-009

REVISION.

U3 SOUTH PERSPECTIVE Scale -

U3 WEST PERSPECTIVE Scale -

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

U3 NORTH PERSPECTIVE Scale -

DATE

ISSUE

DATE

02/04/23

SCALE

@ A1

DRWN

CHCK

Checker

TITLE

PROJECT

INDIVIDULE PERSPECTIVE-U3 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A306

PROJECT NO.

20-009

REVISION.

3650 200

CAR SPACE

1225

585

1225

585215

W.05 12335

585215

LIVING, DINING & KIT 110 1185 110 1555

1225

1780

3650 7400

5525

1570

1000110

LIFT

9010

1225 150

6285 4195

STAIR

THEATER

CAR SPACE 110 1380 110 BATH 9185

1185 110 1430 1680

LIFT 110 1250

CELLAR

L'DRY

375

3250

190 375

D.14 3650

200

375

3650

200

3650

200

W.03 U3

BED 1 CT-01

WT-A

W.02 U3

WT-B

ENTRY

D.02 U3

D.01 U3

FFL 51.520

675

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

DOWNPIPE

DOWNPIPE+SUMP

KIT

6060 B KIT

460

WT-A3

XX-00

6495

ENS

W.01 U3

WALL TYPE

2530

TL-01

WT-00

02 03

110

W.08 U3

WT-B

WT-A3

WT-B

DOOR TAG

W.03

WT-A

TL-01

D.00 U#

810

DN 16 15 14 13 12 11 10 9 8 7 6 5 43

W.07 U3

BED1

WT-A

D.05 U3

B KIT

1810

W.06 U3

LIVING & DINING 110 3810

1590

D.04 U3

WT-B

WINDOW TAG

DOWNPIPE+RAIN HEAD

WT-A3

5360

5625

LIVING & DINING

UNIT 3

W.00 U#

COD E

FLOOR WASTE

LIVING & DINDING

STAIR

110 1080 110

W.04 U3

KIT

WC ENS 4790

W.06 W.07 110 1300 110

FFL 50.420

WT -A2

FFL 51.500

3000

3050

2500

3050

275 675

675

275 675 6540

W.08 2675

2050

5285

660 860 1330 800 3600

3050

WT-D

123 / 1000 RAMP UP

WT-D

3050

1225 150

3250

675 4425

W.05 U3

WT-A2

1755

3050

3250

3250 19100

LIFT 235 CELLAR

1615 DP

WT-E 3050

460

TL-01

WT-A

D.03 U3

900 215

L'DRY

1390 60 1100

WT-B

110

WT-E

TL-01

1715

WT-F

BATH TL-01

1225 150

L'DRY 9125

D.16 U3

194 / 1000 RAMP UP

WT-B

THEATER

375

TF-01 WT-B

D.17 U3

110 1075 110 1310 275

D.18 U3

205

14 15

1225

585

1540

1225

215 ENS 585 1335 665

110

4475 BED1 1390 10715 1835 W.01

U3 BASEMENT PLAN

110

2250

275

3850

20 1140

ENTRY 1590

275

3850

W.02

D.01

U3 GROUND FLOOR PLAN

Scale - 1 : 100

Scale - 1 : 100 20

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

375

FFL 48.650

123 / 1000 RAMP UP

WT-E

STAIR

TF-01 BATH

4765

THEATER STORAGE 3435 110 1220 160 1115 275

160 1115 275

14095

5285 3600

UP D.19 U3

CELLAR

1225 325

WT-A

DP WT-E3

D.14 U3

16 15 14 13 12 11 10 9 8 7 6 5 4

FFL 51.520

FFL 51.650

D.15 U3

275

B KIT

TF-01 WT-E2

2740

3915

UNIT 3

CAR SPACE

WT-D

CONC.

D.20 U3

5960

WT-F1

CAR SPACE

CAR SPACE 5960

5960

CAR SPACE

275

150

FFL 48.510

975

TL-02

CAR SPACE 6340

3915

150

WT-F1

3250

PARKDISC D450 @ KLAUS GARAGE TURNTABLE

150

3250

N 3250

1100 W.04

LIFT 275

13035

9535

2465

1225 150

1225

ENTRY 3600

13385

3050

1225

275 675

9535

NOTE A

110 1275 110

1225

3250

1945

WT-A

PROJECT

INDIVIDULE PLAN-U3 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A307

PROJECT NO.

20-009

REVISION.

160

4045

W.14 295 110 1480 110

215

1545

160

ENS 4045

ENS BED3 110 1480 110 980 110 1155 110 1180 215

1545

780

W.13 3535

1545

1225

1985

160

1225

1985

160

1225

1985

160

1225

585

1400

600

4180

110 1185 110

STAIR 110

LIFT 4600

ENS 1390 10715

1855

W.09

W.10

BED2 1140 90

3695 RETREAT 110 2030 1500

275

WIR 2080

215

1545

215

1545

215

1545

100

3250

3915

100

2° FALL

DOOR TAG

WT-00

WALL TYPE

XX-00

FLOOR MATERIAL

FFL:00.00

FLOOR LEVEL ANNO

6050 5285

02 03

DOWNPIPE

DOWNPIPE+SUMP

FLOOR WASTE

UNIT 3

2°

2° FALL W.19 U3

WIR 4250

RH+DP

2° FALL

815

3600

9280

2430

D.00 U#

DOWNPIPE+RAIN HEAD W.20 U3

4770

3230

M 1225

585

3250

3250 585

2°

110

100 285 675 ENS WIR 600 815 215

W.11 U3

3000

WT-A2

460

WT-A3 W.10 U3

BED2 3630

D.07 U3

3230

WT-A

WT-A3

W.09 U3

WIR

4430

CT-01

D.08 U3

WT-A

BED 2

WT-A

ENS

TL-01

WT-A3

WT-B

ENS

WT-B

160

3550

WT-B

D.06 U3

5070

4 5

W.12 U3

3050

16 14 13 12 11 10 9 8 7 6

WT-B

RETREAT TF-01 FFL 55.000

RH+DP

1770

W.12

WT-B

1.1M BLASTRADE WALL

3700

RH+DP RETREAT 2100

D.09 U3

2630

D.12 U3

LIFT

5955

WINDOW TAG

COD E

110

110 1440 110 1080 110

W.17 U3

3250

WIR

UNIT 3

D.10 U3

1580

CT-01

110

D.11 U3

WT-A3

BED 3

275

450440

W.13 U3

3000

3050

ENS

BED 4

WT-A2 3000

TL-01

WT-B

WT-A3 BED4

FW D.13 U3

WT-B

4085

4690

TL-01

WT-B

ENS

W.16 U3

3600 450440

RH+DP

3160

100 ENS

3250 100 160 W.15 1580 110 W.16 3160

WT-A FW

W.14 U3

WT-A3

W.15 U3

STAIR

1810

5285

1035

W.17 110 1080 110 1080 110

3250 3915

1810

960

1210 345

3250

RH+DP

1400

W.00 U#

WIR

585

W.18 U3

815

BED4

2410

3650

3230

1985

510

9535

100

1225

1210

3250

1985

4450

575

1225

1400

1225

11225

585

3650

890 60

1225

9535

3000

1225

14 15

1225

1770

585

1335 65

2000

5575

2080

1770

W.11

U3 FIRST FLOOR PLAN Scale - 1 : 100

U3 ROOF PLAN 19

Scale - 1 : 100

23 24

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

As indicated @ A1

DRWN

CHCK

Checker

TITLE

NOTE A

PROJECT

INDIVIDULE PLAN-U3 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A308

PROJECT NO.

20-009

REVISION.

UNIT 1

WT-A2 W.11 U1

W.12 U1

WT-A2

U1-GF FCL AHD: 52.050 m

WT-A2

D.01 U1

U1-GF FFL AHD: 48.950 m

350

U1-GF FFL AHD: 48.950 m

U1-GF FCL AHD: 52.050 m

W.03 U1

3100

W.02 U1

3100

W.01 U1

U1-FF FFL AHD: 52.500 m

450

U1-FF FFL AHD: 52.500 m

2800

W.10 U1

2800

W.09 U1

WT-A2

U1-RL AHD: 56.000 m U1-FF FCL AHD: 55.300 m

700

WT-A2

700

U1-RL AHD: 56.000 m U1-FF FCL AHD: 55.300 m

3000

U1-BL FCL AHD: 48.600 m

2650

U1-BL FCL AHD: 48.600 m

U1-BL FFL AHD: 45.950 m

EAST ELEVATION Scale - 1 : 100

UNIT 3 UNIT 2 UNIT 1 WT-A2 W.10 U3

W.11 U3

RH+DP

WT-A

RH+DP WT-A3

WT-A3

W.16 U1

RH+DP

WT-A

W.02 U3

2900

W.01 U3

D.01 U3

WT-A2

D.01 U2

WT-A

W.07 U1

W.08 U1

WT-A2

350

U2-BL FCL AHD: 50.200 m 350

2650

U3-BL AHD: 48.650 m

W.06 U1

U2-GF FFL AHD: 50.550 m D.14 U2

U1-RL AHD: 56.000 m U1-FF FCL AHD: 55.300 m

W.09 U1

U2 GF FCL AHD: 53.450 m

WT-A

W.02 U2

W.01 U2

2900

WT-A3

W.17 U1

U2-FF FFL AHD: 53.900 m

D.14 U3

2650

U3-BL FCL AHD: 51.300 m

W.11 U2

WT-A

350

U3-GF FFL AHD: 51.650 m

W.10 U2

2800

WT-A3

450

U3-GF FCL AHD: 54.550 m

W.09 U2

3500

RH+DP

WT-A2

U2-RL AHD: 57.400 m U2-FF FCL AHD: 56.700 m

450

U3-FF FFL AHD: 55.000 m

450

2800

W.09 U3

WT-A3

700

WT-A

U1-FF FFL AHD: 52.500 m U1-GF FCL AHD: 52.050 m

3100

RH+DP

700

U3-RL AHD: 58.500 m U3-FF FCL AHD: 57.800 m

2650

U2-BL FFL AHD: 47.550 m

U1-GF FFL AHD: 48.950 m U1-BL FCL AHD: 48.600 m

U1-BL FFL AHD: 45.950 m

SOUTH ELEVATION Scale - 1 : 100

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 100 @ A1

DRWN

CHCK

Checker

TITLE

PROJECT

ELEVATIONS 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A400

PROJECT NO.

20-009

REVISION.

UNIT 3

W.16 U3

WT-A2

2800 RH+DP

WT-A3

U3-GF FCL AHD: 54.550 m

450

RH+DP

450

U3-FF FFL AHD: 55.000 m

W.07 U3

350 2650

2900

350

U3-BL FCL AHD: 51.300 m

U3-BL AHD: 48.650 m

U3-FF FFL AHD: 55.000 m U3-GF FCL AHD: 54.550 m

W.08 U3

2900

W.06 U3

2650

U3-GF FFL AHD: 51.650 m

U3-RL AHD: 58.500 m U3-FF FCL AHD: 57.800 m

W.17 U3

2800

W.15 U3

RH+DP

700

RH+DP

WT-A3

700

U3-RL AHD: 58.500 m U3-FF FCL AHD: 57.800 m

U3-GF FFL AHD: 51.650 m U3-BL FCL AHD: 51.300 m

U3-BL AHD: 48.650 m

WEST ELEVATION Scale - 1 : 100

UNIT 3 UNIT 2 UNIT 1

2800 450

W.05 U3

W.05 U2

WT-A

U3-GF FCL AHD: 54.550 m

350

W.04 U1

350

U3-BL FCL AHD: 51.300 m

U3-BL AHD: 48.650 m

2650

U2-BL FCL AHD: 50.200 m

U3-GF FFL AHD: 51.650 m

2650

350

U2-GF FFL AHD: 50.550 m

3100

W.04 U3

RH+DP WT-A

U3-FF FFL AHD: 55.000 m

2900

W.04 U2

WT-A

2900

2800

WT-A

U2-BL FFL AHD: 47.550 m

2650

U1-BL FCL AHD: 48.600 m

RH+DP

U2 GF FCL AHD: 53.450 m

U1-GF FCL AHD: 52.050 m

U1-GF FFL AHD: 48.950 m

700

W.14 U1

U2-FF FFL AHD: 53.900 m

450

U1-FF FFL AHD: 52.500 m

2800

WT-A W.13 U1

W.14 U3

W.13 U3

W.14 U2

W.13 U2

700

U1-RL AHD: 56.000 m U1-FF FCL AHD: 55.300 m

WT-A3

450

U2-RL AHD: 57.400 m U2-FF FCL AHD: 56.700 m

WT-A3

700

WT-A3

U3-RL AHD: 58.500 m U3-FF FCL AHD: 57.800 m

U1-BL FFL AHD: 45.950 m

NORTH ELEVATION Scale - 1 : 100

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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PROJECT

ELEVATIONS 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A401

PROJECT NO.

20-009

REVISION.

275 205

110

249+X

10 9 35

159 90

10 9 35

110 90

215

SELECTED 600x1200 PORCELAIN TILES

9mm FIBRE CEMENT SHEETING. INSTALLED AS PER MANUFACTURE 35mm BATTEN/TOP HAT AS PER MANUFACTURE'S SPECIFICATION

10mm THICK PLASTERBOARD.

90mm TIMBER STUD WALL.

R2.5 BULK INSULATION BETWEEN STUDS

TILE ADHESIVE

RENDER

SELECTED 600x1200 PORCELAIN TILES

ANTIGLARE FOIL WRAP

TIMBER LOOKING ALUMINUM BATTEN

110mm BRICKWORK

ANTIGLARE FOIL WRAP

WT-A

BRICK VENEER WALL

WT-A2

WITH TILE FINISH

CEMENT SHEET

WT-A3

WITH TILE FINISH (BOX-UP AREA)

200

2x10mm THICK PLASTERBOARD. 90mm TIMBER STUD WALL.

CEMENT SHEET

REINFORCEMENT AS PER ENG'S DESIGN CONCRETE CORE FILLING CONCRETE MASONRY BLOCK UNIT

TIMBER STUD WALL

WT-B

WITH TILE FINISH

200

WT-C

INTERNAL WALL

274 100

ANTIGLARE FOIL WRAP

374 200

9mm FIBRE CEMENT SHEETING. INSTALLED AS PER MANUFACTURE 35mm BATTEN/TOP HAT AS PER MANUFACTURE'S SPECIFICATION 10mm THICK PLASTERBOARD. 90mm TIMBER STUD WALL. 16mm GYPROCK FYRCHEK PLASTERBOARD. R2.5 BULK INSULATION BETWEEN STUDS

9mm FIBRE CEMENT SHEETING. INSTALLED AS PER MANUFACTURE 35mm BATTEN/TOP HAT AS PER MANUFACTURE'S SPECIFICATION

TILE ADHESIVE

59 35 16

TIMBER LOOK ALUMINUM BATTEN WALL EXTERNAL WALL. FRL:60/60/60. CSR2070

245 64

200

200 35 10

VERTICAL AND HORIZONTAL REINFORCEMENT AS PER ENG'S DESIGN

64mm STEEL STUD WALL

35mm BATTEN

PAINTED FINISH

10mm THICK PLASTERBOARD BULK INSULATION BETWEEN STUD

10mm THICK PLASTERBOARD

100mm GAP FOR SPOON DRAIN

WT-D

CONCRETE CORE FILLED BLOCK WALL

WT-E

500 350

AFS WALL

WT-E2

EXTERNAL INSULATED FALSE WALL

174 150

100

AFS WALL

WT-E3

INSULATED

AFS WALL

WT-E4

AFS WALL --

500 64

350

150

CAPPING BEAM

10mm THICK PLASTERBOARD BULK INSULATION BETWEEN STUD 450mm BORED PIER

50 ø4

450mm BORED PIER

ø4

64mm STEEL STUD WALL

100mm GAP FOR SPOON DRAIN 150mm SHORTCRETE WALL

WT-F

CONCRETE WALL WITH BORED PIER

150mm SHORTCRETE WALL

WT-F1

150MM. WITH FALSE WALL

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

CONCRETE WALL WITH BORED PIER --

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PROJECT

WALL TYPES 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A500

PROJECT NO.

20-009

REVISION.

INTERNAL

EXTERNAL

INTERNAL

EXTERNAL SHORTCRETE WALL WITH 'XPEX' WATERPROOFING TO MANUFACTURES SPECS

SHORTCRETE WALL WITH 'XPEX' WATERPROOFING TO MANUFACTURES SPECS 'NYLEX' STRIP DRAIN REFER TO CIVIL ENGINEER 'VOLTEX' BENTONITE GEOTEXTILE WATERPROOFING+ WATERPROOFING COATING: 2 COATS OF GRIPSET 51 BITUMEN PAIN+ POLYTHENE SHEET WITH PROTECTIVE BOARD OVER

'NYLEX' STRIP DRAIN REFER TO CIVIL ENGINEER

BULK INSULATION BETWEEN STUD

'VOLTEX' BENTONITE GEOTEXTILE WATERPROOFING+ WATERPROOFING COATING: 2 COATS OF GRIPSET 51 BITUMEN PAIN+ POLYTHENE SHEET WITH PROTECTIVE BOARD OVER

64MM STEEL STUD WALL

100MM GAP FOR SPOON DRAIN 10MM THICK PLASTERBOARD

WEEP HOLES SPOON DRAIN

WATERPROOFING MEMBRANE

1 TYPICAL WATERPROOFING DETAIL1-BORE PIER SHORTCRETE WALL

2 TYPICALWATERPROOFING DETAIL2-BORE PIER SHORTCRETE WALL

Scale - 1 : 10

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Scale - 1 : 10

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PROJECT

DETAILS 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A501

PROJECT NO.

20-009

REVISION.

BLOCKWORK WALL REFER TO STRUCTURE FOR DETAILS

INFILL WITH XPEX ADDITIVE FOR WATER RESISTEANCE BACKFILL WITH FREE DRAINING MATERIAL

REINFORCEMENT REFER TO STRUCTURE FOR DETAILS STEEL STUD WITH INSULATION REFER TO ENERGY RATING REPORT

'VOLTEX' BENTONITE GEOTEXTILE WATERPROOFING +WATERPROOFING COATING: 2 COATS OF GRIPSET 51 BITUMEN PAIN +POLYTHENE SHEET WITH PROTECTIVE BOARD OVER

PLASTERBOARD

150MM HEIGHT CONCRETE HOB KUNISEAL

SPOON DRAIN

AGI DRAIN

WATERPROOFING MEMBRANE

1 TYPICALWATERPROOFING DETAIL3-COREFILLED BLOCKWORK WALL Scale - 1 : 10

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PROJECT

DETAILS 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A502

PROJECT NO.

20-009

REVISION.

UNIT

NUMBER

U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1

D.01 D.02 D.03 D.04 D.05 D.06 D.07 D.08 D.09 D.10 D.11 D.12 D.13 D.14 D.15 D.16 D.17 D.18 D.19 D.20 D.21 D.22 D.23

WIDTH 2250 720 720 820 820 720 720 820 820 820 820 720 820 720 820 820 720 4000 920 820 720 720 820

U1 Door Schedule

HEIGHT 3120 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2200 2350 2350 2350 2350 2350

DESCRIPTION

SOLID CORE SWING DOOR WITH 650MM SIDELIGHT SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SLIDING DOOR SEMI-HOLLOW CORE SLIDING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR PERFORATED METAL, ELECTRIC OPERATED PANEL SOLID CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

DATE

ISSUE

UNIT

NUMBER

U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2

D.01 D.02 D.03 D.04 D.05 D.06 D.07 D.08 D.09 D.10 D.11 D.12 D.13 D.14 D.15 D.16 D.17 D.18 D.19 D.20

WIDTH 1560 820 720 820 720 820 820 820 820 820 720 820 720 3200 820 720 720 720 820 920

UNIT

NUMBER

WIDTH

U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3 U3

D.01 D.02 D.03 D.04 D.05 D.06 D.07 D.08 D.09 D.10 D.11 D.12 D.13 D.14 D.15 D.16 D.17 D.18 D.19 D.20

1560 820 720 820 720 820 820 820 820 820 720 820 720 3200 820 720 720 720 820 920

DATE

02/04/23

TITLE

SCALE

@ A1

DRWN

CHCK

Checker

PROJECT

U2 Door Schedule

HEIGHT 2900 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2100 2350 2350 2350 2350 2350 2350

DESCRIPTION

SOLID CORE SWING DOOR SEMI-HOLLOW CORE SLIDING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SLIDING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR PERFORATED METAL, ELECTRIC OPERATED PANEL SOLID CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR SEMI-HOLLOW CORE SWING DOOR

U3 Door Schedule

HEIGHT 2900 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2350 2100 2350 2350 2350 2350 2350 2350

DESCRIPTION

DOOR SCHEDULE 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A600

PROJECT NO.

20-009

REVISION.

FIX. CLG.

875 50

AWN. OBS.

1680

W.04 U1

2250

W.05 U1

2180

1700

W.06 U1

2400

W.07 U1

1950

1700

W.09 U1

W.10 U1

1430

W.11 U1

1220

690

W.12 U1

W.13 U1

W.14 U1

50 W.15 U1

2500

1775

AWN. CLG.

FIX. CLG.

300

FIX. OBS.

2500

AWN. CLG.

300 50 625 50

90.00°

AWN. CLG.

300

650

1700

2800

300

FFL

650 50 785 50 875 50

340

AWN. CLG.

1810

1100

FIX. CLG.

2500

FIX. CLG.

2800

2500

2800

FIX. CLG.

W.08 U1

1600

TFL FIX. CLG.

FIX. CLG.

W.16 U1

1725

W.03 U1

AWN. CLG.

FIX. CLG.

300 50 625 50

W.02 U1

1770

AWN. CLG.

3100

SLD. CLG.

1250

2175

SLD. CLG.

1150

875 50

1050

3100

FIX. CLG.

SLD. CLG.

1100

3100

1720

FIX. CLG.

W.01 U1

1800

SLD. CLG.

1900

600

FIX. CLG.

1800

3100

FIX. CLG.

1800

900

GFL

FIX. CLG.

3100

FIX. CLG.

50 925 50 1050 50 925 50

FFL

1900

1700

1600

2180

1950

3300

2175

7400

FIX. CLG.

W.17 U1

1225

1880

880

1000

600

SKYLIGHT

WINDOW LEGENDS CODE

W.18 U1

W.19 U1

W.20 U1

FIX. AWN. CAS. SLD. OBG. CLG. S.G D.G.

W.21 U1

DESCRIPTION FIXED GLAZING AWNING WINDOW CASEMENT WINDOW SLIDING DOOR OBSCURED GLAZING CLEAR GLAZING SINGLE GLAZING DOUBLE GLAZING

NOTE B CODE 25 26 27 28 29 30 31

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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WINDOW SCHEDULE-U1 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DESCRIPTION ENSURE GRADE A SAFETY GLASS IN INSTALLED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF AS1288 ALL UPPER FLOOR WINDOWS WITH A SILL HEIGHT OF LESS THAN 1700MM ABOVE FFL MUST BE RESTRICTED TO OPEN 125MM MAXIMUM. REFER TO A001 GENERAL NOTES FOR ENERGY RATING REQUIREMENT TO WALLS, CEILING, WINDOWS AND LIGHTS. REFER TO PERMIT CONDITION FIXED OBSCURE GLAZING TO 1.7 METERS ABOVE FINISHED FLOOR LEVEL WITH NOT MORE THAN 25% TRANSPARENCY. ALL OBSCURED GLAZING TO BE MANUFACTURED OBSCURED GLASS. OBSCURE FILM BEING APPLIED TO CLEAR GLAZING WILL NOT BE ACCEPTED. ALL GLAZED ELEMENTS (I.E. WITHIN APARTMENTS) REQUIRE DECAL BANDS AS PER AS1288 REQUIREMENTS.

DRAWING NO.

A601

PROJECT NO.

20-009

REVISION.

W.01 U2

SLD. CLG.

2000

FIX. CLG.

800

AWN. OBS.

1000

975

FIX. CLG.

1000

1700

2900 50

FIX. OBS.

AWN. CLG.

860

1900

SLD. CLG.

1900

1800

1775 2900

300

FIX. CLG.

1800

W.03 U2

W.04 U2

1850

W.05 U2

1500

W.06 U2

2100

2410

1210

W.07 U2

1210

W.08 U2

1810

W.09 U2

W.10 U2

1550

W.11 U2

799

W.12 U2

W.13 U2

650

1200 W.14 U2

W.15 U2

300

AWN. OBS.

1850

FIX. OBS.

AWN. CLG. FIX. OBS.

650

1850

AWN. OBS.

650 50 925 50 775 50 300

300

AWN. OBS.

1300

1100

AWN. CLG.

1700

50 1025 50 975 650 50

FIX. OBS.

2150

AWN. CLG.

650

300 1850

FIX. CLG.

650 50 925 50 775 50

FIX. CLG.

650

FIX. CLG.

50 925 50

2800 50 925 50

2800

1725

AWN. CLG.

1725

AWN. CLG.

1725

AWN. CLG.

50 830 50 830 50

TFL

2800

1900

AWN. CLG.

W.02 U1

1390

FFL

1950

AWN. CLG.

1100

GFL

FIX. CLG.

650 50 925 50 875 50

900

2900

2000

FIX. CLG.

1810

650

FFL

50 640 50 1060 50 900 50 1025 50 825 50

1390

7400

1200

1850

W.16 U2

W.17 U2

1390

2240

706

700

SKYLIGHT

WINDOW LEGENDS CODE

W.18 U2

W.19 U2

FIX. AWN. CAS. SLD. OBG. CLG. S.G D.G.

W.20 U2

DESCRIPTION FIXED GLAZING AWNING WINDOW CASEMENT WINDOW SLIDING DOOR OBSCURED GLAZING CLEAR GLAZING SINGLE GLAZING DOUBLE GLAZING

NOTE B CODE 25 26 27 28 29 30 31

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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PROJECT

WINDOW SCHEDULE-U2 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A602

PROJECT NO.

20-009

REVISION.

W.01 U3

SLD. CLG.

2000

FIX. CLG.

800

AWN. OBS.

1000

975

FIX. CLG.

1000

1700

2900 50

FIX. OBS.

AWN. CLG.

860

1900

SLD. CLG.

1900

1800

1775 2900

300

FIX. CLG.

1800

W.03 U3

W.04 U3

1850

W.05 U3

1500

W.06 U3

2100

2410

1210

W.07 U3

1210

W.08 U3

1810

W.09 U3

W.10 U3

1530

W.11 U3

790

W.12 U3

W.13 U3

650

1200 W.14 U3

W.15 U3

300

AWN. OBS.

1850

FIX. OBS.

AWN. CLG. FIX. OBS.

650

1850

AWN. OBS.

650 50 925 50 775 50 300

300

AWN. OBS.

1300

1100

AWN. CLG.

1700

50 1025 50 975 650 50

FIX. OBS.

2150

AWN. CLG.

650

300 1850

FIX. CLG.

650 50 925 50 775 50

FIX. CLG.

650

FIX. CLG.

50 925 50

2800 50 925 50

2800

1725

AWN. CLG.

1725

AWN. CLG.

1725

AWN. CLG.

50 830 50 830 50

TFL

2800

1900

AWN. CLG.

W.02 U3

1390

FFL

1950

AWN. CLG.

1100

GFL

FIX. CLG.

650 50 925 50 875 50

900

2900

2000

FIX. CLG.

1810

650

FFL

50 640 50 1060 50 900 50 1025 50 825 50

1390

7400

1200

1850

W.16 U3

W.17 U3

1380

2230

690

478

SKYLIGHT

WINDOW LEGENDS CODE

W.18 U3

W.19 U3

FIX. AWN. CAS. SLD. OBG. CLG. S.G D.G.

W.20 U3

DESCRIPTION FIXED GLAZING AWNING WINDOW CASEMENT WINDOW SLIDING DOOR OBSCURED GLAZING CLEAR GLAZING SINGLE GLAZING DOUBLE GLAZING

NOTE B CODE 25 26 27 28 29 30 31

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

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PROJECT

WINDOW SCHEDULE-U3 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A603

PROJECT NO.

20-009

REVISION.

3985 2780

2075

1200 600

1165

210

1200

60 TI LE

850

40 250 20 1040

1900

3100

930

2250

TI LE

1200

800

100

2075 1865

210

Ensuite - Elevation1 Scale - 1 : 20

Ensuite - Elevation2 Scale - 1 : 20

3985

1200

670

2075

210 450

1425

440

210

Ensuite Floor Plan Scale - 1 : 20

1200

1425

660

800

2250

930

Ensuite - Elevation3 Scale - 1 : 20

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

540 250

1060

40 250 20

3120

3100

950 210 40 250

Ensuite - Elevation4 Scale - 1 : 20

REV.

DATE

ISSUE

DATE

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SCALE

1 : 20 @ A1

DRWN

CHCK

Checker

TITLE

1425

600

1360

250

1900

A700

530

800

20 20 20 40 20 20 20 20 20 250 150 350 40 210 250 210 210 210 210 20

360

3985

1200

TILE

600

530

200

1865

PROJECT

TYPICAL INTERNAL ELEVATION 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A700

PROJECT NO.

20-009

REVISION.

450 500

1200

640

1200

400

1880

250 440

640

110

600

4975

640

110

600

340

600

795

1100

600

110

600

340

600

795

1100

700 20 20

1810

390

700 20 120

20 120

170 170 40

20 340 20 120

1285

120

780

3075

A701

580

585

340 20 340 20 360 20 360 20 360 20 360

20 350 20 370 20 700 20

700

1290

800

3100

780

1060

905

720

120

250

1205

600

340

Kitchen - Elevation1

580

Scale - 1 : 20

2790

990

910 910

3075 20

1165

395

990 395

600

480

890

1200

990

700 250

450

Scale - 1 : 20

800

2200

REV.

40 740

120

720 120

840

340 20

Kitchen - Elevation3 Scale - 1 : 20

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

40 20 40

700

Kitchen Floor Plan

Kitchen - Elevation4 Scale - 1 : 20

DATE

ISSUE

DATE

02/04/23

SCALE

1 : 20 @ A1

DRWN

CHCK

Checker

TITLE

120

1375

170 170 40

20 20

1375

120

705

720

500

900

125

650

3100

2200

585

650

755

700

560

340

PROJECT

TYPICAL INTERNAL ELEVATION 2 Tara Avenue Kew VIC

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A701

PROJECT NO.

20-009

REVISION.

1300 470

850

1300

235

1380

400 TIL E1 00 x 2300 00 x4 10

540 250

WC Floor Plan Scale - 1 : 20

WC - Elevation1 Scale - 1 : 20

202 35 Whitehorse Road Deepdene VIC 3000 Australia Tel : +61 3 9817 6788 www.jesseantarchitects.com.au ABN 29 469 352 797

REV.

WC - Elevation2 Scale - 1 : 20

DATE

ISSUE

WC - Elevation3 Scale - 1 : 20

DATE

02/04/23

SCALE

1 : 20 @ A1

DRWN

CHCK

Checker

TITLE

250

600

600 250

450

540

A702

20 200

1300

FLAT MIRROW

100100

850

2900

810

2900

470

2900

100

2050

1380

2900

900 950

TIL E1 00 x

900 950

400

235

450

100

TILE 1 00

810

X 400

1380

PROJECT

TYPICAL INTERNAL ELEVATION 2 Tara Avenue Kew VIC

WC - Elevation4 Scale - 1 : 20

DRAWING STATUS

FOR CONSTRUCTION

DRAWING NO.

A702

PROJECT NO.

20-009

REVISION.