Page 1

SCHEDULE OF DRAWINGS:

PROJECT:

EXTENSION PROJECT

A00 - COVERSHEET A01 - GENERAL NOTES A02 - SITE PLAN A03 - EXISTING CONDITIONS A04 - DEMOLITION FLOOR PLAN A05 - PROPOSED FLOOR PLAN A06 - ELEVATIONS A07 - ELEVATIONS A08 - SECTIONS A09 - WINDOW SCHEDULE

PROJECT ADDRESS:

12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

GSEducationalVersion

NORTH:

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

COVER SHEET

28/04/2016

DWG NO.

A-00


12 MIRAMS STREET, ASCOT VALE, 3032 EXTENSION PROJECT

GN01 DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY. 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.

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. 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). 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. 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.). 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.

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.

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) GN19 THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. GN20 THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.

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.

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.

GN07 WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZE WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.

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.

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.

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

GN09 SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS

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.

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.

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

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

GN28 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK. GN29 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES. 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 1:1000 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 9000MM 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. 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. GN33 SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED. GN34 WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25MM MINIMUM ALL AROUND. GN35 GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000MM OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING. 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. 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. GN38 ADOPT SEWER GRADE WHEN SUSPENDED UNDER TIMBER FLOOR CLIPPED TO JOIST WITH MINIMUM GRADE.

LIST OF CONTENTS:

A00 - COVERSHEET A01 - GENERAL NOTES A02 - SITE PLAN A03 - EXISTING CONDITIONS A04 - DEMOLITION PLAN A05 - FLOOR PLAN A06 - ELEVATIONS A07 - ELEVATIONS A08 - SECTION A09 - WINDOW SCHEDULE

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.

NORTH:

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

GENERAL NOTES

28/04/2016

DWG NO.

A-01


S

20°

25°

25°

G2

6,260

1.52M WIDE EASEMENT

1,520

SW

25°

3

25°

19,695

1

B1

4

G3

3,280

3,980

2,020

2,720

1

25°

1,420

G1

3,120

DP

SITE BOUNDARY 45.72m (179º 33 )

6,000 6,050

SITE BOUNDARY 9.75m

DP

STREET NO.12 PROPOSED EXTENSION

B1

BOX GUTTER

SITE BOUNDARY 45.72m

2,130

20°

5

3,220

20°

25°

2

25° DP HWS

25°

1

1,820

5,800

2,390

HOT WATER SYSTEM

DP

1,200

7,880

APPROX. 81.69M TO UNION RD.

90Ď DOWNPIPE WITH 100Ď SW PIPE BELOW @ MIN 1:40 FALL CONNECT TO ALL DOWNPIPES TO LEGAL POINT OF DISCHARGE LOCATION TO BE CONFIRMED AT SITE BY BUILDER/ PLANNER AND WITH THE AID TO COUNCIL RECORDS.

B2

7,400

175

MIRAMS STREET

SITE BOUNDARY 9.75m (270° 0 )

CARPORT

STORAGE SHED

GARAGE

6,400

SITE PLAN SCALE-1:200

GSEducationalVersion

LEGEND

LEGEND

AREA ANALYSIS

1. GRASS BED. 2. 200MMX600MM PAVER FOOTPATH. 3. 800MMX800MM CONCRETE PAVED DRIVEWAY. 4. TIMBER DECKING. 5. POLISHED CONCRETE FLOOR

G1/G2/G3 - METAL GATES B1 - BOX GUTTER 90MM WIDE B2 - CONCEALED BOX GUTTER 200MM WIDE DP - 90MMØ

TOTAL SITE AREA - 445.77m2 EXISTING FLOOR AREA - 88.74m2 PROPOSED EXTENSION FLOOR AREA- 98.43m2 TOTAL DWELLING AREA - 192.67m2 EXTERNAL STORAGE AREA - 5.50m2 PRIVATE OPEN SPACE -187.77m2 SITE COVERAGE - 43.22% PERMEABILITY - 51.71%

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWN BY:

NORTH:

N

HARPREET KAUR

SCALE: 1:200

DRAWING

DATE:

SITE PLAN

28/04/2016

DWG NO.

A-02


CARPORT

SITE BOUNDARY 45.72M

BATH

1.74x2.2M

FALL 25°

KITCHEN

HW

4.74x4.65M

L'DRY WC 1.5x2.2M 1x1.17M (TILES)

(TILES)

(VINYL)

FALL 5°

SW

AWNING

FALL 20°

ENTRY 6,380

TIMBER PANELLING FENCE 1.1M HIGH AROUND FRONTYARD

BED 2 4.9x3.1M (F.B)

BED 3

FALL 25°

STUDY

3.58x3.10M

4.28x3.10M

(CPT.)

(F.B)

6,930

FALL 25°

FALL 25°

E

AWNING

4,640

AWNING

FALL 25°

FALL 20°

CONCRETE SLAB & PAVERS

GRASS

S

TIMBER PANELLING FENCE 1.5M HIGH AROUND BACKYARD

DP

FALL 25°

EXISTING CONCRETE PATH

(TILES)

FALL 20°

CONC.

GRASS

3.71x4.65M (F.B)

FALL 13°

VERANDAH

3.61x3.37M (F.B)

LIVING

FALL 25°

BED 1

1,320

DP

175

TIMBER PANELLING FENCE 1.1M HIGH AROUND FRONTYARD

FALL 25°

MIRAMS STREET

SITE BOUNDARY 9.75M

6,740

V

G

CONC. DRIVEWAY

DP

1,420

EASEMENT

METAL GATE S

SWR

TIMBER PANELLING FENCE 1.5M HIGH AROUND BACKYARD

22,860

SITE BOUNDARY 45.72M

1,520

SW

1,520

DP

WM

GARAGE

EXISTING CONDITIONS SCALE-1:100

GSEducationalVersion

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWN BY:

NORTH:

N

HARPREET KAUR

SCALE: 1:100

DRAWING

DATE:

EXISTING CONDITIONS

28/04/2016

DWG NO.

A-03


CARPORT

WOODEN GATE TO BE REMOVED.

BED 1

EXISTING CONCRETE PATH TO BE REMOVED

SITE BOUNDARY 45.72M

EXISTING WALL TO BE REMOVED

LIVING

BATH

VERANDAH

WC

KITCHEN EXISTING WALL TO BE REMOVED

AWNING TO BE REMOVED EXISTING WALL & DOOR TO BE REMOVED

EXISTING WALL & DOOR TO BE REMOVED

6,380

EXISTING DOOR & WALL TO BE REMOVED

EXISTING WALL & DOOR TO BE REMOVED

BED 2

S

EXISTING DOOR & WALL TO BE REMOVED

BED 3

STUDY

1,420

METAL GATE TO BE REMOVED TIMBER PANELLING FENCE 1.5M HIGH AROUND BACKYARD TO BE REMOVED

EXISTING WALL TO BE REMOVED

22,860

SITE BOUNDARY 45.72M

EXISTING FLOORING & SLAB TO BE REMOVED

1,520

1,520

EXISTING WALL TO BE REMOVED

CONCRETE SLAB & PAVERS TO BE REMOVED

AWNING TO BE REMOVED

6,930

TIMBER PANELLING FENCE 1.1M HIGH AROUND FRONTYARD TO BE REMOVED

SW

L'DRY

TIMBER PANELLING FENCE 1.5M HIGH AROUND BACKYARD TO BE REMOVED

4,640

SITE BOUNDARY 9.75M

MIRAMS STREET

TIMBER PANELLING FENCE 1.1M HIGH AROUND FRONTYARD TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

1,320

EXISTING METERBOX TO BE REMOVED.

6,740

GARAGE

E

DEMOLITION PLAN SCALE-1:100

GSEducationalVersion

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWN BY:

NORTH:

N

HARPREET KAUR

SCALE: 1:100

DRAWING

DATE:

DEMOLITION PLAN

28/04/2016

DWG NO.

A-04


16,980

820

1,850

90

3,300

90

2,700

230

1,500

90

2,230

370

90

820

(F.B)

70

260

70

5,200

70

260

8,180

70

70

(T.D)

UP 1 R. @100

610 230 590 710 960

195

240

610

G3

W4 S1 A-08 2,410

195

3,500

3,280

1

240

DP

PORCH

590 240

2,390

840

1,200

240

UP 1 R. @100

(T.D)

D14

DINING

LYSAUGHT 1800MM SPANSCREEN FENCING WITH COLORBOND PAPERBARK COLOUR FINISH. 5,760

3,980

240

6,000

2,200

16,050

LEGEND

LEGEND

LEGEND

SMOKE DETECTOR

F.B - FLOOR BOARD

G1 - 1500X1200 G2 - 820X1200 G3 - 920X1800 LYSAUGHT ALUMINIUM GATES IN COLORBOND PAPERBARK COLOUR FINISH.

EXHAUST FAN MAN HOLE

CPT. - CARPET MH

METER BOX HOT WATER SYSTEM SEWER PIT STORMWATER PIT ARTICULATION JOINT

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

POL. CONC. - POLISHED CONCRETE M

DP

DOWN PIPE

GSEducationalVersion

PERGOLA (F.B)

10,525

SCALE-1:100

AJ

LIVING

W5

90

D13

(F.B)

LINEN

D9

D15

13,315

FLOOR PLAN

D12

WM

L'DRY

2700

120 2,790

(F.B)

DR

920

LYSAUGHT 1200MM MANDALAY SLAT FENCING WITH COLORBOND PAPERBARK COLOUR FINISH.

2,200

280

(CONC)

PANTRY

1,300 80

D8

240

PWD

1,580 240

DP

1,810 1,020

D7

BIKE

(CPT)

600

990 3,270 240 1,460

(F.B) 1,530

820

(TILE)

BED 3

240

DP

2,010 HWS

300

HALLWAY

1,200

1,605

4 R. @ 125 3 T. @ 400 UP

W3

F

D11

240

(CPT)

1

2,200

AJ

DW

240

D2

WIR

2

W2

1

1,510

(CPT)

G2

90 720

BED 2

S

3

(F.B)

3,020

D3

90

(CPT)

4

KITCHEN D10

1,150

WIR

D6

D4 690

G1

820

820 320

100

1,500

(F.B)

3

720

2

1,165 90

1

90

HALLWAY

820

100

(POL. CONC.)

90

D5

(CPT)

DP

WIR

90

D1

MH

3 R. @ 200 2 T. @ 250 UP

8,155

720

1,530

90

(TILE)

COURTYARD

240

BATH

2,960

(CPT)

1,800

W1

1,780

BED 1

LYSAUGHT 1200MM MANDALAY SLAT FENCING WITH COLORBOND PAPERBARK COLOUR FINISH.

850

M

820

175

235

AJ

90

5,230

S1 A-08

1,800

240

90

4,750

4,700

230

1,450

1,810

90 510

240

1,720

570

1,810

150

230

910

120

820

2,000

1,200

90

3,880

5,800 1,625

1,820

1,700

9,360

640

5,800

710

7,975

HWS

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

S SW

AJ

DRAWN BY:

NORTH:

N

HARPREET KAUR

SCALE: 1:100

DRAWING

DATE:

FLOOR PLAN

28/04/2016

DWG NO.

A-05


R1

TC

W1

R3

W2

W2

W3

PR

530

CH

CL

FL

R1

W2

PR

3,290

2,900

W2- BRICK VENEER RENDERED WALL WITH COLORBOND IRONSTONE COLOUR FINISH. W2

W3- TIMBER STUD WALL WITH BORAL SHIPLAP TIMBER VERTICAL CLADDING (127MMX19MM) IN BLACKBUTT COLOUR FINISH.

CL MAX.

R1- EXISTING METAL SHEET ROOF @ 25ยบ PITCH.

R3- COLORBOND SPANDEK STEEL ROOF SHEETING @ 3ยบ ROOF PITCH IN IRONSTONE COLOUR FINISH.

2,100

2,900

CL MIN.

TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK. PR- BORAL TIMBER STRUCTURAL SEASONED HARDWOOD PERGOLA 190MMX45MM STUD IN SPOTTED GUM FINISH.

100

FL 100

100

W1- EXISTING STUD WALL WITH WEATHERBOARD CLADDING TO BE REPAINTED WITH COLOURBOND WHITE COLOUR FINISH.

AJ

4,500

TD

LEGEND

CH

3,290

W3

SCALE-1:100

W2

100

GL

W4

100

100

TD

SOUTH ELEVATION A05

W5

100

FL

GL D8

GL

D14

D13

TC- BORAL TIMBER STRUCTURAL SEASONED HARDWOOD COLUMNS 120MMX45MM IN SPOTTED GUM FINISH.

TD

NORTH ELEVATION A05

GSEducationalVersion

2,100

2,960

3,250

CL MIN.

4,500

200

3,300 600

4,890

CL MAX.

CH- EXISTING CHIMNEY TO BE REMOVED AND INFILL.

SCALE-1:100

NORTH:

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

ELEVATIONS

28/04/2016

1:100

DWG NO.

A-06


EXISTING WINDOW TO BE DEMOLISHED PR

W2

R2

W2

R3

AJ

W2

W1

CH

R1

R4

AJ

TD

SOUTH ELEVATION A05

100

GL W3

100

100

100

100

FL GL

4,890

3,300

FL

600

3,790

890 75

190 2,696

3,000

2,100

3,290

2,725

CL MAX. CL MIN.

CL MIN. 2,900

4,500

CL MAX.

804

CL

W2

LEGEND

SCALE-1:100

W1- EXISTING STUD WALL WITH WEATHERBOARD CLADDING TO BE REPAINTED WITH COLOURBOND WHITE COLOUR FINISH. W2- BRICK VENEER RENDERED WALL WITH COLORBOND IRONSTONE COLOUR FINISH. R1- EXISTING METAL SHEET ROOF @ 25ยบ PITCH. R2- COLORBOND SPANDEK STEEL ROOF SHEETING @ 9ยบ ROOF PITCH IN IRONSTONE COLOUR FINISH. R3- COLORBOND SPANDEK STEEL ROOF SHEETING @ 3ยบ ROOF PITCH IN IRONSTONE COLOUR FINISH. R4- EXISTING METAL SHEET ROOF TO BE REPAINTED IN IRONSTONE COLOUR FINISH. TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK. PR- BORAL TIMBER STRUCTURAL SEASONED HARDWOOD PERGOLA 190MMX45MM STUD IN SPOTTED GUM FINISH. TC- BORAL TIMBER STRUCTURAL SEASONED HARDWOOD COLUMNS 120MMX45MM IN SPOTTED GUM FINISH. CH- EXISTING CHIMNEY TO BE REMOVED AND INFILL.

GSEducationalVersion

NORTH:

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

ELEVATIONS

28/04/2016

1:100

DWG NO.

A-07


W4 W2

BH

W2

B

1,250

G

R2

4,500

MAX. C.L

MIN. C.L

D11

D14

F.F.L 100

300

N.G.L

400

100

100

F.L

3,250

LIVING/DINING 2215

2,100

2,100

3,000

3,290

590

KITCHEN

300

300

S1 A05

SECTION 1

FL

SCALE-1:50

LEGEND W2- BORAL BRICK VENEER RENDERED WALL WITH COLORBOND IRONSTONE COLOUR FINISH WITH 90X45MM MGP10 TIMBER STUD @ 450 CTRS R2.5 BULK INSULATION WITH 10MM GYPROCK PLASTER BOARD LINING WITH DULUX SAGO HALF PAINT FINISH. W4- 90MMX45MM TIMBER STUD FRAME WITH COLORBOND IRONSTONE COLOUR FINISH. R2- LYSAUGHT SPANDEK COLORBOND STEEL 0.42MM ROOF SHEETING @ 9ยบ ROOF PITCH IN IRONSTONE COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS AT PS20-20X7 217MM DEEP POSI-STRUT @ 600 SPACING WITH 70X45MM TIMBER RAFTERS WITH R4.0 BULK INSULATION ON 35MMX75MM ROOF BATTENS UNDER 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH. B- 2/45X240MM TIMBER BEAMS. BH- 600MM WIDE BULKHEAD AT 2100MM FROM FFL. FL- BORAL ENGINEERED (134MMX1820MM) HARDWOOD SPOTTED GUM FLOORING ON 100MM RC CLASS 'M' SLAB WITH POLYTHENE VAPORE BARRIER ON50MM PACKING SAND TO ENGINEER'S SPECIFICATION . G- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER 200MM WIDE WITH 90MMร˜ COLORBOND PREPAINTED DOWNPIPE IN IRON STONE COLOUR FINISH.

GSEducationalVersion

NORTH:

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

SECTION 1

28/04/2016

1:50

DWG NO.

A-08


CL

O

1,070

EQ.

610

F

EQ.

O

EQ.

F

F

F

F

F

F

3,290

2,725 2100

O

2100

O

EQ.

2,100

EQ.

1500

2,100

820

2,800

820

1,500

720

2100

F

F

600

600

F

350

3,300

EQ.

1,030

EQ.

2,410

CL

1,810

1,500

CL

850

FFL W1 BATHROOM SLIDING SYNERGY WINDOW FROM TREND WINDOWS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

D1/D2/D3

D4/D5

WIR HOLLOW LEAF DOORS IN TREND DOORS FRAMING WITH WHITE BIRCH FINISH.

D6

BED 3/BATH HINGED HOLLOW LEAF DOORS IN TREND DOORS FRAMING WITH WHITE BIRCH FINISH.

HALL WAY SLIDING QUANTUM DOOR FROM TREND DOORS WHITE BIRCH FINISH.

W2/W3

W5

HALLWAY SLIDING SYNERGY WINDOW FROM TREND WINDOWS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

BACK ENTRY FIXED SYNERGY WINDOW FROM TREND WINDOWS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

D8

W4

BACK ENTRY SLIDING SYNERGY WINDOW FROM TREND WINDOWS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

DINING FIXED GLAZED WINDOW FROM TREND WINDOWS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

CL MAX.

1300 820

EQ.

1,810 EQ.

EQ.

1,450

EQ.

EQ.

820

725

3810 725

654

635

635

635

635

654

820

F

F

D7/D11

F

F

F

D9

D10

LIVING (INT.) HINGED QUANTUM DOOR FROM TREND DOORS WHITE BIRCH FINISH.

KITCHEN BI-FOLD QUANTUM DOOR FROM TREND DOORS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

F

D12 LAUNDRY (INT.) HINGED HOLLOW LEAF DOORS IN TREND DOORS FRAMING WITH WHITE BIRCH FINISH.

GSEducationalVersion

F

F

F

D13

D14

LAUNDRY (EXT.) SLIDING QUANTUM DOOR FROM TREND DOORS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

LIVING (EXT.) BI-FOLD QUANTUM DOOR FROM TREND DOORS METALLIC CHARCOAL FINISH (EXT.) & WHITE BIRCH (INT.)

WINDOW SCHEDULE A05

2100

2,100 O

F

FFL PWD/PANTRY SLIDING HOLLOW LEAF DOORS IN TREND DOORS FRAMING WITH WHITE BIRCH FINISH.

2,100

2100

2,100

2100

2,100

3,290

CL MIN.

SCALE-1:50

F

NOTE: EXITING DOOR AND WINDOWS NOT SHOWN TO BE RETAINED AND REPAINTED WITH WHITE BIRCH FINISH.

NORTH:

F

D15 LAUNDRY (INT.) HINGED SOLID LEAF DOORS IN TREND DOORS FRAMING WITH STAINED TIMBER FINISH.

LEGEND C.L - CEILING LEVEL FFL - FINISH FLOOR LEVEL O. - OPENING WINDOWS F.- FIXED WINDOWS

DRAWN BY:

SCALE:

SUBJECT:

PROJECT:

PRODUCED PRELIMINARY & WORKING DRAWINGS

EXTENSION PROJECT

HARPREET KAUR

MR. & MRS GROPIUS 12 MIRAMS STREET, ASCOT VALE, MELBOURNE 3032

DRAWING

DATE:

WINDOW SCHEDULE

28/04/2016

1:50

DWG NO.

A-09

Extension Project WD  

WORKING DRAWINGS

Extension Project WD  

WORKING DRAWINGS

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