Page 1

SCHEDULE OF DRAWINGS:

PROJECT:

UNIT DEVELOPMENT

A-00 - COVERSHEET AND GENERAL NOTES A-01 - SITE PLAN A-02 - GROUND FLOOR PLAN A-03 - FIRST FLOOR PLAN A-04 - ELEVATIONS A-05 - ELEVATIONS A-06 - SECTION

PROJECT ADDRESS:

13 PARK AVENUE, PRESTON, MELBOURNE 3072 GENERAL NOTES: GN01 DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

GN12 PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600MM CRS IN EACH DIRECTION AND WITHIN 300MM OR ARTICULATION JOINTS.

GN02 THE OWNER, BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. GN03 ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS: AS1288 - GLASS IN BUILDINGS - SELECTION AND INSTALLATION. AS1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. AS1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTION. AS1860 - INSTALLATION AND PARTICLE BOARD FLOORING. AS2047 - INSTALLATION AND SELECTION OF WINDOWS. AS2049 - ROOF TILES. AS2050 - FIXING OF ROOF TILES. AS2870 - RESIDENTIAL SLABS AND FOOTINGS. AS2904 - DAMP PROOF COURSES AND FLASHINGS. AS3500 - PLUMBING AND DRAINAGE. AS3600 - CONCRETE STRUCTURES AS3660 - PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES AS3700 - MASONRY IN BUILDINGS. AS3740 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. AS3959 - CONSTRUCTION IN A BUSHFIRE PRONE AREA. AS3786 - SMOKE ALARMS. AS4055 - WIND LOADINGS FOR HOUSING. AS 4100 - STEEL STRUCTURES. GN04 THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS. GN05 WHERE REQUIRED TREAT AREA BENEATH FLOOR AGAINST TERMITE INFESTATION IN ACCORDANCE WITH RELEVANT STANDARD. CONTACT THE RELEVANT MUNICIPAL COUNCIL TO DETERMINE IF THE IS MANDATORY. GN06 SAFETY GLASS TO BE USED IN THE FOLLOWING CASES: I) ALL ROOMS - WITHIN 500MM VERTICAL OF THE FLOOR II) BATHROOMS - WITHIN 2000MM OF THE FLOOR III) LAUNDRY - WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM ALL DOORS. IV) DOORWAY - WITHIN 300MM HORIZONTAL FROM DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS. GN07 WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZE WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND. GN08 STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE AS ADVISED BE THE MUNICIPAL DRAINAGE ENGINEER. CONTACT THE COUNCIL IF UNSURE OF POINT OF DISCHARGE. GN09 SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS GN10 FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. OWNER AND BUILDING TO ENSURE THIS DOES NOT OCCUR. GN11 FOR BUILDINGS IN CLOSE PROXIMITY TO THE BEACH, ENSURE THE ALL STEEL WORK, BRICK CAVITY TIES AND STEEL LINTELS, ETC THAT ARE IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH AS3700 HOT DIPPED GALVANISED.

GN13 ALL WET AREAS TO COMPLY WITH AS3740. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 300MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL REFER TO CODE FOR ALL REQUIREMENTS.

GN27 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS AND ANY DISCREPANCIES SHALL BE REFERRED TO NEW DIMENSION DRAFTING.

GN14 SUBFLOOR VENTS ARE TO PROVIDE A RATE OF 7500MM SQ CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL WALL AND 2200MM SQ CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS (LOCATED BELOW BEARER).

GN28 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK.

GN15 PROVIDE CLEARANCE FROM UNDERSIDE OF BEARERS TO FINISHED GROUND LEVEL OF 150MM FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING AND 400MM IN A TERMITE DECLARED AREA.

GN29 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES.

GN16 DWELLING ADDITIONS PROVIDE THERMAL INSULATION IN ACCORDANCE WITH NCC ENERGY EFFICIENCY REQUIREMENTS NEW DWELLINGS, TO COMPLY WITH 5 STAR ENERGY RATING REPORT (H.E.R.S.).

GN30 ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES. GN31 STORMWATER 100MM DIAMETER (MIN) OR AS PER ENGINEERS DESIGN CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 900MM C/C AND AT EACH CHANGE OF DIRECTION THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN: - 100MM UNDER SOIL - 50MM UNDER PAVED OR CONCRETE AREAS - 100MM UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS - 75 MM UNDER REINFORCED CONCRETE DRIVEWAYS.

GN17 STAIR REQUIREMENTS RISERS - 190MM MAXIMUM - 115MM MINIMUM. GOING - 355MM MAXIMUM - 240MM MINIMUM. (DOMESTIC ONLY) RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NON-SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGS AND LANDINGS. MAXIMUM GAP TO OPEN TREAD NOT TO EXCEED 125MM FOR WIRE BALUSTRADE SEE NCC VOLUME 2 REQUIREMENTS. GN18 STUMPS EXCEEDING 1200MM ABOVE GROUND TO BE BRACED CONCRETE STUMPS - 100MM SQ UP TO 1400MM LONG (1NO. WIRE) - 100MM SQ 1400MM TO 1800MM LONG (2 NO. HD. WIRES) - 125MM SQ 1800MM TO 3000MM LONG (2 NO. HD. WIRES)

DRAINAGE NOTES GN32-GN38 GN32 ALL DRAINAGE AND SEWERAGE PIPES ADJACENT TO BUILDING TO BE SETBACK AT A DEPTH THAT WILL NOT AFFECT ANGLE OF REPOSE (45 DEGREES) TO FOUNDING DEPTH.

GN19 THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS.

GN33 SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED.

GN20 THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.

GN34 WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25MM MINIMUM ALL AROUND.

GN21 SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786. NEW DWELLINGS AND ADDITIONS WITH SLEEPING ACCOMMODATION TO BE HARD WIRED WITH BATTERY BACK UP.

GN35 GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000MM OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING.

GN22 WHERE BUILDING IS WITHIN A DESIGNATED BUSH FIRE PRONE AREA COMPLIANCE WITH AS3959 - IS REQUIRED TO A LEVEL OF ATTACK AS CONFIRMED BY THE RELEVANT BUILDING SURVEYOR.

GN36 GRADE SHALL BE 50MM WITHIN FIRST METER ON SEVERAL SLOPING SITES ADOPT AG DRAINS ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING.

GN23 W/C DOORS TO TOILET PANS LOCATED WITHIN 1.2M OF THE DOOR JAMB LIFT OFF HINGES MUST BE FITTING. OTHERWISE THE DOOR MUST SWING OUTWARDS.

GN37 STORMWATER DRAINAGE DISCHARGE POINT - TO KERB AND CHANNEL LOCATION TO BE DETERMINED ON SITE BY BUILDER, OWNER AND PLUMBER WITH AID OF COUNCIL RECORDS.

GN24 TERMITE CERTIFICATE (WHERE REQUIRED) TO BE INSTALLED INSIDE METER BOX PRIOR TO OCCUPANCY PERMIT OR CERTIFICATE OF FINAL INSPECTION ISSUE.

GN38 ADOPT SEWER GRADE WHEN SUSPENDED UNDER TIMBER FLOOR CLIPPED TO JOIST WITH MINIMUM GRADE.

GN25 THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS , BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE.

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

GN26 DESIGN GUST WIND SPEED/WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED/WIND CLASSIFICATION OF M/S (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS.

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

NORTH:

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

COVER SHEET AND GENERAL NOTES

SCALE:

DATE: 20/06/2016

DWG NO.

A-00


.8

K TO UW

SMOKE DETECTOR

TELEPHONE WIRE

EXHAUST FAN

ELECTRIC WIRE

MAN HOLE

ELECTRICITY POLE

METER BOX

TOTAL SITE AREA FLOOR AREA SITE COVERAGE PERMEABILITY DRIVEWAY

- 694.23m2 - 340.37m2 - 49.02% - 28% -168.90m2

TELEPHONE PIT

DOWN PIPE

UNIT-1 AREA GROUND FLOOR FIRST FLOOR PRIVATE OPEN SPACE

-163.88m2 - 97.32m2 - 49.68m2

UNIT-2 AREA GROUND FLOOR FIRST FLOOR PRIVATE OPEN SPACE

-176.49m2 - 96.19m2 - 78.20m2

SEWER PIT

FUW

FROSTED WINDOW FROSTED UPPER WINDOW

W UW

WINDOW UPPER WINDOW

TOK INV

TOP OF KERB INVERT OF KERB

CROSSING

HWS

S SW

STORMWATER PIT

AJ

ARTICULATION JOINT WATER METER GAS METER STORMWATER PIPE

T W OP AL O L7 F 9. 83

CROSSING

4

GARAGE

8

BRICK (0.6m HIGH) PATH

3 .3 83 E DG EA VE

80

.2

8

RI

CONCRETE KERB

7 .8 80

POS

DG

E

84

.0

3

CROSSING

RI

TO

K

PORCH

CONCRETE CONCRETE

PICKET (1.3m HIGH)

.5

1

PORCH

82

8,600

W

SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF

0

CROSSING

RO 81 OF .8 4

GARAGE

.3 82 EA VE

8,400

No 9

RI

DG

E

85

.8

2

SINGLE STOREY RENDERED BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF

RENDERED BRICK (1.5m HIGH)

CARPORT

2

WEATHERBOARD

.5

81

RO

OF

GRASS

SINGLE STOREY WEATHERBOARD DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF

EA VE

POS

WINDOWS NOT VISIBLE ACCESS REQUIRED

VERANDAH

W

PSO

IN TBM RIVET RB TOP OF KE

BRICK & STONE (0.8m HIGH)

W

No 11

AND CHANNEL

5 .5 V

PATH

SEWER PIT

SCREENING KERB

FW

POS

No 10A

6,000

GU

TT

ER

BOUNDARY 50.60 (275°55'50")

1,500

DP

TOP OF WALL

9,200

EA VE

3,600

SW

No 12 SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF

CONCRETE

5,350

DP

FALL 3°

77

TO

IN

LETTER BOX

M

CONCRETE PAVED DRIVEWAY. CONTINUOUS 3.0M WIDE MIN. ALONG THE TOTAL LENGTH.

AVENUE

.6 77 K

FALL 20°

FALL 25°

DP

1,600

PARK

FALL 25°

NO. 13

CHANNEL

FALL 25°

PORCH

AND

FALL 25°

8,100

FALL 20°

CROSSING

UNIT 1 FALL 25°

FALL 20°

FALL 25°

BOUNDARY 13.72 (185°53'50")

1,500

FALL 3°

TIMBER PANEL FENCE (1.5m HIGH)

FALL 25°

FALL 25°

DRIVE WAY

FIBRO WALL

POS

STORAGE SHED

2,000

DP

3,000

DP FALL 25°

FALL 25°

FALL 25°

SINGLE GARAGE

2,000

W

DP

DP

DOUBLE GARAGE

SINGLE GARAGE

FW

FW

EA 80 VE .8 9

FW

W

FALL 3°

M

DP DP

3,600

FALL 3° FALL 3°

FALL 3°

DP

FALL 25°

FALL 25°

3,000

W

FW

DP

FALL 25° FALL 25°

1,500

FW

DP

FALL 3°

FALL 25°

WATER METER TO BE RELOCATED

DOOR & WINDOW

FW

M

HOT WATER SYSTEM

GAS METER TO BE RELOCATED

D&W

MH

SEWER INSPECTION SHAFT

7,600 FW

W

9,750

SCREENING (4m HIGH)

DRIVEWAY

W

DP

1,800 DP FALL 25°

STORAGE SHED

D&W

POS

UNIT 2

FALL 25°

DP

BOUNDARY 13.72 (5°53'50")

FALL 3°

FW

UW

DP

FW

W

BOUNDARY 50.60 (95°55'50")

BITUMEN

ROOF EAVE

W

UW

2,200

FUW

1,800

RO 80 OF .8 2

FUW

.0 83 E DG RI

.6 85 E DG RI

W

BRICK (0.8m HIGH)

SINGLE STOREY BRICK UNITS FLUSH GABLE TILED ROOF

9

DOUBLE STOREY BRICK UNITS

UW

CONCRETE

STREET

AREA ANALYSIS

76

.7

1

76 RI

EA VE

DG

80

E

.5

7

82

.8

5

POS

DISTANCE TO NEARESSTREET CORNER 100.74m

.2

2

WELD MESH (1.2m HIGH)

VACANT 79

BOUNDARY 13.72 5°53'50"

No 17

No 15

FORD

LEGEND FOR PROPOSED

LEGEND FOR EXISTING

DP

CROSSING

ROAD 5

MURRAY

SITE PLAN SCALE-1:200

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

NORTH:

N

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

SITE PLAN

SCALE:

DWG NO.

1:200 DATE: 20/06/2016

A-01


22,820

230

350

230

4,930 5,510

W6

3.8x2.6M (TILE)

DP M

(F.B)

D10

F

PORCH

3.81x3.18M

W7

350

1,800 1,200

240

10,120

(T.D)

AJ

240

3,890

ENTRY

1.81x2.3M

1,810 90

KITCHEN

S1 A-06

240

90

710 D9

AJ

1,000 510 1,200

DW

4,740

(F.B)

960

960

W5

4.6x4.74M

(F.B)

240

4.49x4.04M

350

2,410

1,250

LIVING

2,480 350 580 1,210 1,740

DINING

350

90

830

400

UNIT 1

5,220

2,710

DP

POS (GRASS)

240

240

2,650 3,000

W4

1,900

DP

350

1,800

(GRASS)

90 4

WIP

1.3x2.75M (F.B)

90 820 90 610 710 1,670 2,570 1,820 240 90 90 1,300 240 1,080 1,910 1,800

7,060

SPOS

D8

1,200 800

W8

3

240

17XT=267MM R=179MM

AJ

710

BOUNDARY WALL 50.60M

600

8

9

(F.B)

10

1.91x1.8M

2

660 720

STORE 11

13

14

DP

15

1

510

UP

L/C

1,000 600

D6

5

DP

16

1,800

2,750

D7

7

17

90 1,690

6

HALLWAY 1

12

820

900

1,400

(TILE)

1M WIDE (F.B)

W9

240

DP

LINEN

1,450 185

BASIN

240

(CONC.)

100

1.5x1.2M

720 820

610

1,650

DRIVEWAY

(F.B)

720

D4

240

240

S1 A-06

1,510

1,890 1,750

13

12

11

14

DP

15

STORE

G1

(T.D)

2.5x2.71M

D3

DECK

3.28x3.0M

STUDY

0.9x 1.82M (TILE)

(TILE)

D5

W2

HWS

W3

1.65x3.11M

240

17

W1

PWD

L'DRY

110

230

HALLWAY 1 16

DR

1,600

5,080

350

240 90 1,820 1,010

UNIT 2

D2

1,430

AJ

(GRASS)

WM

90 1,200

7,900

6,480

L'DRY

2,290

350

DP

5.5x6.0M

L/C

1,910

3,640

POS

630 820

DOUBLE GARAGE (CONC.)

D1

1,570

230

DP

SINGLE GARAGE 1

PWD

3,250

240

AJ

230

AJ

9,090

400

5,510

9,180

DP

230

6,070 90 510 230 1,650 90 900 90 2,500 90 610 180 1,450 830 1,190 1,570 240 300

3,460 2,290 90

3,950

3,800

90

2,300

350

2,210 240

8,060

1,600

1,970

240

3,810

22,820

GROUND FLOOR PLAN

LEGEND

LEGEND

SMOKE DETECTOR

F.B - FLOOR BOARD

EXHAUST FAN

SCALE-1:100

M

DOWN PIPE HOT WATER SYSTEM ARTICULATION JOINT

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

POL. CONC. - POLISHED CONCRETE

METER BOX

DP

MAN HOLE

CPT. - CARPET MH

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

HWS

CONC. - CONCRETE TILE - PORCELAIN TILES T.D. - TIMBER DECK

AJ

NORTH:

N

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

GROUND FLOOR PLAN

SCALE:

DWG NO.

1:100 DATE: 20/06/2016

A-02


15,750 8,680 100 100

3,990

90

2,000

7,070

2,310

90

2,000 90

5,750

610

220

3,290

90

2,390

850

3,600

100

600 1,500

1730

100

1,940 100

3,840 3,940

240

3,790

90 830 730

100

4,030

1,700

420

850

90

S1 A-06

FALL 20°

W15

1,720 3,600

720

D19

FALL 3°

(CPT.)

W14

1,200

100 1,100 100

8,040

6,840

3,290

DP

WIR 3

2.1x1.45M

100

W16

W13

3,260

(CPT.)

90

D20 WC

BED 3

3.6x3.26M

100

720

1,660

(TILE)

(CPT.)

1,000 90

1.7x1.66M

890

2,050 730

2,200

WIR 2

2.1x1.625M

BASIN

4

2,580

D17

MH

3

90 1,000 820 90 1,800

D18

2,280 850 930 90 1,545 1,625 90

2

FALL 20°

720 700

DP

950

W12

BOX GUTTER

DP

840

D16

FALL 20°

UNIT 1

90

(CPT.)

1

90

180 820

2.3M WIDE

(CPT.)

910

HALLWAY 2

BED 2

90

D15

W17

840 610

980

450

3.6x3.29M

90

820

(TILE)

3,940

1,200

DP

100 90

(TILE)

DP

DP

BATH

1.7x1.0M

240

W11

3.29x2.2M

1,000 240

7

8

9

12

11

310

13

14

W18

(TILE)

5

L/C

15

17XT=267MM R=179MM

90 710 90 1,500

650 720

DN

W10

ENS

2.0x2.61M

D14

16

W19

S1 A-06

195 610

6

D11

10

720 100 1,300

520

D12

D13

2,610

DP

1,380

100 4,200

WIR 1

17 17

1,610

13

12

14

3.99x4.2M

FALL 3°

W21

2.31x2.61M (CPT.)

(CPT.)

900 610

15

MASTER BED

1,610

L/C

16

DP

17

2,030 90 420 240 100 1,000 1,790

DN

100

8,040

UNIT 2

4,400

BATH

11

FALL 3°

450

450

BOX GUTTER

W20

140

DP

BOUNDARY WALL 50.60M (95°55'50")

DP

DP

BOX GUTTER

850 850 850 680 90

2,100

100

7,780 15,750

NOTE FOR FIRST FLOOR WINDOWS:

FIRST FLOOR PLAN

- ALL AWNING WINDOWS ARE TO BE FIXED TINTED GLASS TO 1.7M HEIGHT REFER TO OVERLOOKING TO ADJACENT PROPERTIES - ALL FIXED WINDOWS ARE TO BE TINTED GLASS WINDOWS.

SCALE-1:100

LEGEND

LEGEND

SMOKE DETECTOR

F.B - FLOOR BOARD

EXHAUST FAN METER BOX DOWN PIPE ARTICULATION JOINT

WORKING DRAWINGS GSEducationalVersion

POL. CONC. - POLISHED CONCRETE M

HOT WATER SYSTEM

SUBJECT:

CPT. - CARPET MH

DP

MAN HOLE

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

HWS

CONC. - CONCRETE TILE - PORCELAIN TILES T.D. - TIMBER DECK

AJ

NORTH:

N

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

FIRST FLOOR PLAN

SCALE:

DWG NO.

1:100 DATE: 20/06/2016

A-03


R3

C2

WD

85,350

R3

83,610 C.L

UNIT 1

R2 BG

W12

2,400

W13

C2

6,820

81,210

C3 C1 RC

78,160

W5

TD

LEGEND

C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.

R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.

C2- TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM).

R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.

C3- 230MM DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.

EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER AND NOVALINE FACIA IN CHARCOAL GREY FINISH.

PW- TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.

TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK.

BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH. RC- BRICK VENEER COLUMN RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.

F.L

G.L

D10

AJ

W3

G.L

N.G.L

D1

WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER IN SLATE GREY COLOUR FINISH.

150

F.L

W6

C1

150

N.G.L

2,400

BC

C.L

PW

3,810

3,600

PW C1

3,200 2,700 350

650

F.L

7,340

EV&G

LEGEND

EAST ELEVATION SCALE-1:100

85,350

EV&G

C1

WD

R3

C2

EV&G

C1

R3

C2

85,600

WD

83,610

83,610

78,160

81,210 F.L C.L

78,010

TD

150

150

G.L

81,210 80,560

3,200

F.L

N.G.L

W20

GARAGE C.L

3,810

2,700

RC

W21

PW

650

BG

2,400

C.L

W10

W4

AJ

D8

W2

AJ

W1

D2

7,590

W11

UNIT 2

C3

UNIT 1

R2

2,550 650 3,200

81,210

PW

400

BC

6,770

2,400

C.L

F.L 350

7,340

C.L

F.L G.L

N.G.L

78,160

F.L G.L

AJ WALL ON BOUNDARY

NORTH ELEVATION SCALE-1:100

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

NORTH:

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

ELEVATIONS

SCALE:

DWG NO.

1:100 DATE: 20/06/2016

A-04


85,600

EV&G

C2

C3

R3

WD

C1

R3

C1

WD

R3

C2

85,350

EV&G

83,610

83,610 C.L

G.L

G1

AJ

W8

W7

AJ

2,400 350 2,700

3,600

C.L

78,160

N.G.L

F.L

TD

G.L

150

F.L G.L

78,010

M

F.L

150

78,160

81,210

650 400

W14

2,850

2,550

N.G.L

BC

PW

2,400

W15

C1

1,900MAX

W16

3,810

650

W18

W17

GARAGE C.L 3,200

2,700

C.L

80,560

6,930

81,210

F.L 150

6,770

2,400

81,210

R2

UNIT 1

GD

F.L 350

7,590

UNIT 2

7,340

C.L

SOUTH ELEVATION SCALE-1:100

85,350

R3

C2

R3

WD

C1

R3

C1

EV&G

83,610

N.G.L

UNIT 2 78,160

2,850

C.L

W19

3,200

350

F.L

UNIT 1 6,930

6,770

2,400

81,210

2,700

7,340

C.L

150

F.L

LEGEND

LEGEND

C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.

R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.

C2- TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM).

R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.

C3- 230MM DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.

EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER AND NOVALINE FACIA IN CHARCOAL GREY FINISH.

PW- TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.

TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK.

BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH.

N.G.L

RC- BRICK VENEER COLUMN RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.

F.L

G.L

WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER IN SLATE GREY COLOUR FINISH.

G.L

W8

WEST ELEVATION SCALE-1:100

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

NORTH:

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

ELEVATIONS

SCALE:

DWG NO.

1:100 DATE: 20/06/2016

A-05


C2

R3

C1

SW

R3

85,350

R3

83,610 C.L

EV&G

450

W13

BASIN

C2

WIR 3

BED 3

2,400

STAIRCASE 900MM HIGH RAILING

BG

PW

81,210

D18

F.L

14

D8

W4

1,600 2,400

5 3

PORCH

D6

78,160 F.L

G.L

G.L

WD

ST

S1 A-02

SW

FL1

TD

SECTION 1 SCALE-1:50

LEGEND

LEGEND

C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH WITH 90X45MM MGP10 TIMBER STUD @ 450 CTRS R2.5 BULK INSULATION WITH 10MM GYPROCK PLASTER BOARD LINING WITH DULUX SAGO HALF PAINT FINISH.

R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS. TRUSSES TO MANUFACTURERS DESIGN AND SPECIFICATIONS. R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH.

C2- 90X45MM MGP10 TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM). C3- 230MM THICK DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH. SW- 90X45MM TIMBER STUD WALL WITH 10MM GYPROCK PLASTER BOARD LINING BOTH THE SIDES WITH DULUX SAGO HALF PAINT FINISH. PW- 90X45MM MGP10 TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH. BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH. R1- COLORBOND SPANDEK STEEL 0.42MM ROOF SHEETING @ 3ยบ ROOF PITCH IN CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS ON 150MMX45MM TIMBER RAFTERS ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH. R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS. TRUSSES TO MANUFACTURERS DESIGN AND SPECIFICATIONS. R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH.

SUBJECT:

WORKING DRAWINGS GSEducationalVersion

150

G1

BC

W2

1,375

2,600

2,332

W9

STORE

C.L

LIVING

2,700

12

KITCHEN/DINING

3,810

WIP

13

C.L

3,200

R1

650

600

D17

17XT=267MM R=179MM

17

C1

7,340

R2

FL2

6,930

GD

6,770

C3

350

310

450

PROJECT:

UNIT DEVELOPMENT

MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072

NORTH:

EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER SIZE:115MMX90MM AND NOVALINE FACIA SIZE:18MMX185MM IN CHARCOAL GREY FINISH. TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK AS PER ENGINEER'S SPECIFICATIONS. WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. FL1- BORAL ENGINEERED (134MMX1820MM) HARDWOOD 14MM THICK COPPER BLACK BUTT FLOORING ON 100MM RC SLAB WITH POLYTHENE VAPORE BARRIER ON 50MM PACKING SAND TO ENGINEER'S SPECIFICATION . FL2- 18MM THICK MIRALIE-PIRA CARPET FROM CHOICE FLOORING ON 5MM BRIDGESTONE ACOUSTALAY UNDERLAYMENT ON 19MM YELLOW TOUNGE ON POSI-STRUT WITH ENGINEER'S SPECIFICATIONS WITH R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER 200MM WIDE IN SLATE GREY COLOUR FINISH. ST- TIMBER STAIRS HARDWOOD COPPER BLACK BUTT ACCORDING TO MANUFACTURES SPECIFICATIONS.

DRAWN BY:

CHECKED BY:

HARPREET KAUR

HARPREET KAUR

DRAWING

SECTION

SCALE:

DWG NO.

1:50 DATE: 20/06/2016

A-06

Unit Development WD  
Unit Development WD  
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