CONCRETE

FINISHING

DRIVEWAY

DP DP

DP

DP

DP

DP

SITE BOUNDARY

CONTEVE WAY

TAPTAP

18.0294°41'20"

15.7

21°53'40"

21.0294°41'20"

12.7

21°53'40"

4.34138°17'

LOT 1615326m²

PROPOSEDDOUBLE STOREY

Lot No.1614VACANT

Lot No.1616VACANT

E-2

E-2

SITE PLAN

SCALE 1:200

WRITTEN DIMENSION TO TAKE PRECEDENCE OVER

SCALE AND BE VERIFIED ON SITE.

THESE DRAWINGS ARE TO BE READ IN

CONJUNCTION WITH OTHER RELATED DRAWINGS.

OUR COMPANY TAKES NO RESPONSIBILITY FOR

ANY ERRORS OR COMMISSIONS ON THE PLANS.

ALL WORKS SHALL COMPLY WITH BUT NOT BE

LIMITED TO THE FOLLOWING AUSTRALIAN

STANDARDS:

A.S.1288-2006 GLASS IN BUILDING - SELECTION

AND INSTALLATION

A.S.1684-2010 NATIONAL TIMBER FRAMING CODE

A.S.2047-2014 WINDOWS IN BUILDING -

SELECTION AND INSTALLATION

A.S.2049-2002 ROOF TILES

A.S.2050-2002 INSTALLATION OF ROOFING TILES

A.S.2870-2011 RESIDENTIAL SLABS AND

FOOTINGS CONSTRUCTION

AS/NZS2904-1995DAMP PROOF COURSED AND

FLASHINGS

A.S.3660.1-2000PROTECTION OF BUILDING

AGAINST SUBTERRANEAN

TERMITES - PART 1 NEW BUILDING

A.S.3700-2011 MASONRY STRUCTURES

A.S.3740-2010 WATERPROOFING OF WET AREAS

IN RESIDENTIAL BUILDINGS

A.S.3786-2004 SMOKE ALARMS

CONCRETE

ALL CONCRETE FOOTINGS AND SLAB WORKS SHALL

COMPLY WITH A.S.2870.1-1998 RESIDENTIAL SLABS

AND FOOTINGS PART:1 CONSTRUCTION IN THE

ABSENCE OF ENGINEER'S DRAWINGS OR

COMPUTATIONS.

EXCAVATION

EXCAVATE FOOTINGS AND DRAINS AS SHOWN.

KEEP EXCAVATIONS DRY AND BACKFILL WITH

APPROVED MATERIALS FREE OF ANY BUILDING

DEBRIS.

SOIL CLASSIFICATION

THESE PLANS SHALL BE READ IN CONJUNCTIONS

WITH THE SOIL TEST REPORT. FOOTINGS TO BE

FOUNDED AT THE MINIMUM DEPTHS INDICATED IN

THE SOIL TEST REPORT. THE H.G.F.L. RECOMMENDS

THAT FOOTINGS/SLABS AND DRAINAGE DESIGNED

AND INSPECTED BY AND ENGINEERS TO SATISFY

THEIR REQUIREMENTS.

BRICK VENEER WALLS

COMPLY WITH A.S.3700 MASONRY IN BUILDING AND

A.S.2904 DAMP PROOF COURSES AND FLASHINGS.

USE BRICKS AS SELECTED AND M3(1:1:6) MORTAR.

USE FACE FIXING CAVITIES TO AVOID HOLES IN FOIL

INSULATION MATERIALS. PROVIDED ARTICULATION

JOINTS AS RECOMMENDED BY SOIL TEST REPORT

AND IN STRICT ACCORDANCE WITH TECHNICAL

NOTE C9 OF CEMENT AND CONCRETE

ARTICULATION JOINTS TO BE CONSTRUCTED AT

5.0m SPACING (MAX.) AND PREFERABLY LOCATED

BEHIND DOWNPIPES AND BESIDE FULL HEIGHT

OPENINGS IN ACCORDANCE WITH TN61 OF THE

CEMENT AND CONCRETE ASSOCIATION.

STEEL LINTELS TO EACH 110mm BRICK SKIN

OVERALL OPENING NOT OTHERWISE SPECIFIED

(ALL EXTERNAL LINTELS TO BE HOT DIP

GALVANIZED):

GENERAL NOTES & SPECIFICATIONS

TIMBER FRAMING

ALL WORKS TO BE CARRIED OUT IN STRCIT

ACCORDANCE WITH A.S.1684 TIMBER FRAMING CODE,

AND SUPPLEMENT TABLES.

WALL CONSTRUCTION:

- TIMBER STUDS TO BE 90X35 F5 PINE @ 450 CTRS.

- TIMBER STUDS OVER 2700 HIGH TO BE 90X45 F5

PINE @450 CTRS.

- TIMBER STUDS OVER 3000 HIGH TO BE 90X70 F5

PINE @700 CTRS.

- TOP AND BOTTOM PLATES TO BE 90X45 F5 PINE.

- BRACING TO BE PERFORATED METAL ANGLE.

- INTERNAL LINING: DRY AREAS TO BE 10mm THICK

PLASTERBOARD, WET AREAS "HARDIES"

VILLABOARD 6mm THICK.

- STUDS @ MORE THAN 1500mm WIDE TO BE 90X90

F5 PINE.

STORMWATER

90mm Ø CLASS 6 U.P.V.C. STORMWATER LINE LAID TO A

MIN. GRADE OF 1:100 AND CONNECTED TO THE LEGAL

POINT OF DISCHARGE AS DIRECTED BY CITY

ENGINEER. PROVIDE INSPECTION OPENINGS @900 C/C

AND AT EACH CHANGE OF DIRECTION. THE COVER TO

UNDERGROUND STORMWATER NOT LESS THAN :

- 100mm UNDER SOIL

- 50mm UNDER PAVED OR CONCRETE AREAS

- 100mm UNDER UNREINFORCED CONCRETE OR

PAVED DRIVEWAYS

- 75mm UNDER REINFORCED CONCRETE

DRIVEWAYS

SMOKE ALARMS

SMOKE ALARMS SHOWN ON PLANS ARE TO BE

PROVIDED AND INSTALLED IN ACCORDANCE WITH

A.S.3786-1993. AND UNLESS INSTALLED IN AN EXISTING

PART OF A CLASS 1,2,3 OR 4 PART OF A BUILDING THE

SMOKE ALARMS SHALL BE WIRED WITH BATTERY

BACKUP.

VEHICLE CROSSOVER

IF VEHICLE CROSSOVER IS NOT PROVIDED OR

EXISTING CROSSOVER IS NOT IN CORRECT POSITION.

THE FULL COST TO CONSTRUCT NEW VEHICLE

CROSSOVER IS TO BE AT THE OWNER'S EXPENSE, AND

TO BE IN ACCORDANCE THE RESPONSIBLE AUTHORITY.

PLASTER

PROVIDE 10mm THICK PLASTERBOARD TO WALLS AND

10mm THICK PLASTERBOARD TO CEILING. ALL WET

AREAS SHALL HAVE APPROVED 10mm THICK

WATERPROOF PLASTERBOARD OR 'HARDIES'

VILLABOARD INSTALLED IN STRICT ACCORDANCE WITH

MANUFACTURERS INSTRUCTIONS AND

SPECIFICATIONS.

SAFETY GLAZIING TO BE USED IN FOLLOWING CASES:

- ALL ROOMS WITHIN 500mm VERTICAL FROM

FLOOR

- BATHROOMS WITHIN 1500mm VERTICAL FROM THE

BATH BASE

- LAUNDRY WITHIN 1200mm VERTICAL FROM FLOOR

AND/OR WITH 300mm VERTICAL OF TROUGH

- DOORWAY WITH 300mm HORIZONTAL FROM ALL

DOORS

Project :

Checked:Drawn:

Scale :

Owner :

Address : Date :

Ref No:

Sheet No:NOTE

THIS PROPERTY IS NOT IN A DESIGNATED BUSHFIRE PRONE AREA.

NO SPECIAL BUSHFIRE CONSTRUCTION REQUIREMENTS APPLY.

UP TO 600

UP TO 1800

UP TO 2100

UP TO 3000

100 X 10

100 X 100 (HORIZ.) X6

100 X 100 (HORIZ.) X8

100 X 100 (HORIZ.) X10

M.S FLAT

M.S ANGLE

M.S ANGLE

M.S ANGLE

PROVIDE 150mm MIN. END BEARING TO ALL LINTELS (UP TO

2100), OPENING GREATER THAN 2100mm, 200 MIN BEARING.

OPENING SIZE MATERIALS

WARNING

BEWARE OF UNDERGROUND SERVICES THE

CONTRACTOR WILL LOCATE ALL SERVICE ON

SITE PRIOR TO COMMENCEMENT OF WORK.

STRUCTURAL PLAN DETAILS

CONSULTANT:

REFERENCE No:

DATE:

DRAINAGE PLAN DETAILS

CONSULTANT:

REFERENCE No:

DATE:

REFER TO DRAINAGE PLAN FOR ALL DOWNPIPE

LOCATIONS AND DRAINAGE DETAILS.

SOIL TEST REPORT DETAILS

CLASSIFICATION:

CONSULTANT:

REFERENCE No:

DATE:

TERMITE PROTECTION

TERMITE TREATMENT TO SUB-FLOOR TO BE IN ACCORDANCE WITH A.S.3660-1.

PROVIDE 400mm CLEARANCE TO BEARERS WHERE PHYSICAL BARRIERS ARE

USED. A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN

ACCORDANCE WITH B.C.A PART 3.1.3

NOTE

THESE DRAWINGS ARE TO BE READ

IN CONJUNCTION WITH OTHER

RELATED DRAWINGS.

WRITTEN DIMENSIONS TO TAKE

PRECEDENCE OVER SCALE AND BE

VERIFIED ON SITE.

OUR COMPANY TAKES NO

RESPONSIBILITY FOR ANY ERRORS

OR OMISSIONS ON THESE PLANS.

NOTE

BUILDERS TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES TO

BE REPORTED TO THE BUILDING DESIGNER PRIOR TO SET OUT

FOR RECTIFICATION.

NOTE

BUILDER TO VERIFY ALL LEVELS ON SITE INCLUDING ANY SITE

CUT-FILL IF REQUIRED AND NOTIFY THE BUILDING DESIGNER

PRIOR TO THE COMMENCEMENT ON ANY BUILDING WORKS.

SITE ANALYSIS

SITE AREA 326 m²

SITE COVERAGE177 m²

TOTAL COVERED60%

NOTE

ALL STORMWATER DRAINS TO CONNECT TO

LEGAL POINT OF DISCHARGE AS DIRECTED BY

LOCAL AUTHORITY.

12.10.2017

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01/07

1:200 @ a3

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NO 10 MEADOWCROFT DRIVE

PROPOSED DOUBLE STOREY RESIDENCE

IMRAN MOGAL

-0

.0

14

0.4

18

TAPTAP

0.5

38

-0

.0

36

0.4

48

0.4

04

0.5

12

SPOS35.7m²

MB

GA

S

1.8 M TIMBER PAILING FENCE TO BE

SETBACK BEHIND BUILDING LINE/

SINGLE PEDESTRIAN GATE

BIN STORAGE

AREA ANALYSIS1. SITE AREA : 326 m²

2. PROPOSED DWELLING

GROUND FLOOR : 177m² (19.0 Sq) include proch,alfresco & garage

FIRST FLOOR : 141 m² (15.1 Sq) include balcony

3. GARAGE : 36 m² (4.0 Sq)

4. SITE COVERAGE : 60%

5. TOTAL DRIVE AREA : 17 m² (5.2 %)

6. TOTAL HARD SURFACE COVERAGE : 194 m² (59.5 %)

7. PERMEABLE SURFACES : 45.8 m² (14.0 %)

8. PRIVATE OPEN SPACE : 24.0 m² (7.3 %)

(include porch,alfresco & balcony)

CONCRETE

FINISHING

DRIVEWAY

DOWN PIPE

DP

DP

DP

DP

HOT WATER TANK

SITE BOUNDARY

22 1/2° PITCH TILED ROOF

E-2

E-2

Orig

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She

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: A3

NOTE :

BUILDER TO CHECK AND VERIFY ALL WINDOW AND DOOR

SIZES PRIOR TO ORDERING. ANY DISCREPANCIES TO BE

REPORTED TO BUILDING DESIGNER OUR COMPANY TAKES

NO RESPONSIBILITY FOR ERRORS OR OMISSIONS ON

THESE PLANS IF NOT CONTACTED ON TIME TO RECTIFY.

GENERAL NOTES

190mm MAXIMUM RISERS AND 250mm MINIMUM TREADS TO ALL

EXTERNAL STEPS.

ALL GLAZING WITHIN 500mm OFF FLOOR LEVEL IS TO BE IN A MINIMUM

OF 5mm IN THICKNESS. SAFETY GLASS TO BE IN ACCORDANCE WITH

A.S. 1288-2006. SELECTION AND INSTALLATION.

ALL GLAZING IS TO BE IN ACCORDANCE WITH A.S. 1288-2006.

SELECTION AND INSTALLATION.

ALL TIMBER FRAMING IS TO BE IN ACCORDANCE WITH A.S. 1684.

THESE DRAWING ARE TO BE READ IN CONJUNCTION WITH OTHER

RELATED DRAWINGS.

WRITTEN DIMENSION TO TAKE PRECEDENCE OVER SCALE AND BE

VERIFIED ON SITE.

OUR COMPANY TAKES NO RESPONSIBILITY FOR ANY ERRORS OR

OMISSIONS ON THESE PLANS, IF NOT CONTACTED TO RECTIFY.

MECHANICAL VENTILATION IS TO BE

DISCHARGED TO THE OUTSIDE AIR AND NOT

INTO THE ROOF UNLESS THE ROOF IS OPEN IN

ACCORDANCE WITH CURRENT B.C.A

REQUIREMENTS.

SK

1:200 @ a3PROPOSED DOUBLE STOREY RESIDENCE

Checked:

Project : Scale :

Drawn:

Owner :

Ref No:

Address : Date :

Sheet No:

02/07

TILING TO WET AREAS

THE WALLS OF SANITARY COMPARTMENTS

(KITCHEN,LAUNDRY,W.C.,BATHROOMS,ENSUITES)

SHALL BE FINISHED WITH FULLY COMPRESSED

FIBRE CEMENT TILES OR OTHER IMPERVIOUS

FINISHES.

WATERPROOFING AREAS

WATERPROOFING OF WET AREAS, BATHROOM,

SHOWERS, SANITARY COMPARTMENTS AND THE

LIKE SHALL BE PROVIDED IN ACCORDANCE WITH

A.S.3740-2004: WATERPROOFING OF WET AREAS

WITHIN THE BUILDING.

ALL W.C DOORS WITH A CLEARANCE LESS THAN

1200mm FROM THE PAN TO BE READILY

REMOVABLE, SLIDING OR HINGED OUTWARDS IN

ACCORDANCE WITH PARTS 3.8.3.3 OF THE B.C.A

2015 VOL.2

ALL SMOKE ALARMS MUST BE INTERCONNECTED

AS PER CLAUSE 3.7.2.2 OF THE N.C.C.

ENERGY RATING NOTES

THE FOLLOWING ITEMS ARE TO BE IMPLEMENTED TO BE DWELLING TO ACHIEVE A 6 STAR

ENERGY RATING, AS OUTLINED IN THE RELEVANT ENERGY RATING REPORT:

WALL INSULATION TO CONSIST OF R2.5 TO ALL EXTERNAL WALLS AND WALLS BETWEEN

GARAGE AND HOUSE(COMMON WALLS). INCLUDING ANTI-GLARE FOIL FOR BRICK VENEER

WALLS.

ROOF CEILING INSULATION TO CONSIST OF R6.0

ALL WINDOWS ARE TO BE ALUMINUM IMPROVED SINGLE GLAZED:CLEAR GLASS U<6.35

SHGC <0.77

ALL EXHAUST FAN ARE TO BE SELF CLOSING OR FITTED WITH A DRAFT STOPPER DEVICE.

DRAFT SEALING - WEATHER STRIPPING AROUND ALL EXTERNAL DOORS AND WINDOWS

DRAFT SEALING - WEATHER STRIPPING AROUND ALL EXTERNAL DOORS AND WINDOWS.

THE NATIONAL CONSTRUCTION CODE (NCC), THE BUILDING CODE OF AUSTRALIA (BCA)

REQUIRES ALL NEW CLASS1 (A) DWELLINGS TO BE PROVIDED WITH EITHER:

A) 2000L RAINWATER TANK CONNECTED TO SANITARY FLUSHING FACILITIES WITHIN

THE DWELLING, OR;

B) SOLAR HOT WATER SERVICE

ROOF FLOOR PLAN

SCALE 1:100

LEGEND:

PROVIDE VERTICAL ARTICULATION JOINTS HEBEL PANELS

@5000MM MAXIMUM INTERVALS

HARD WIRED SMOKE ALARMS TO BE IN ACCORDANCE WITH

A.S.3786

EXAUST FAN TO BE DUCTED TO OUTSIDE AIR

METERBOX

HOT WATER SYSTEM

DOWN PIPE

AJ

NOTE :

ALL WINDOW TO BE ALUMINUM AWNING UNLESS OTHERWISE NOTED.

ALL WINDOW TO BE @ 2100 HEAD HEIGHTS UNLESS OTHERWISE

NOTED. ALL GLAZING TO BE IN ACCORDANCE WITH A.S. 1288-2006.

ALL GLAZING WITHIN 500MM OF FLOOR LEVEL, TO BE 5MM THICK.

SAFETY GLASS IN ACCORDANCE WITH A.S. 1288-2006.

12.10.2017

IMRAN MOGAL

NO 10 MEADOWCROFT DRIVE

TO LPOD

WIDTHHEIGHT

D1 TIMBER DOOR FRAME

PROPOSED DOOR SCHEDULE - DWELLING 1

2415 1020

TYPES REMARKS

D2 TIMBER DOOR FRAME2100 820 820 W ENTRY DR

D3 TIMBER DOOR FRAME2100 720 720 W ENTRY DR

DOUBLE GARAGE

6.0 x 5.5

82

0 D

R

BED 5

4.0 x 3.5

KITCHEN

6.1 X 4.9

THEATRE ROOM

4.0 X 3.8

DINING

4.6 x 4.1

HALL

6.2 x 3.9

82

0 D

R

REF

H.P

SINK

DRIVEWAY

E-2

E-2

TAPTAP

TAP

D1

D2

D2

50 MM

STEP UP

50 M

M

ST

EP

D

N

SD

SD

ALFRESCO

3.4 X 3.1

THEATRE LDRY

REF KITCHEN ALFRESCO

GA

RA

GE

GARAGEDINING

DIN

IN

GS

TA

IR

CA

SE

TH

EA

TR

E

LD

RY

PORCH

2.5 X 1.9

PO

RC

H

82

0 D

R

720 DR

MASTER SUITE

4.0 x 3.3

72

0 D

R

BATH

3.0 x 1.9

W.I.R

2.4 x 2.0

MASTER

ENSUITE

2.5 x 2.0

82

0 D

R

820 DR

820 DR

82

0 D

R

1070 DR

W.I.R

3.6 x 1.9

BED 3

5.2 x 4.3

BED 2

4.3 x 3.6

BED 4

3.6 x 3.0

W.I.R

1.8 x 1.5

CASUAL LIVING

4.0 x 2.9

BALCONY

1.9 x 2.5

AJ

AJ

AJ

AJ

AJ

AJ

AJ

SD

SD

DP DP

DP

DP

DP

DP

MASTER SUITE

ENSUITE/

W.I.R

BATH W.I.R

MA

ST

ER

S

UIT

E

MA

ST

ER

EN

SU

IT

E

W.I.R

BA

LC

ON

YS

TA

IR

S

CA

SU

AL

L

IV

IN

G

BE

D 4

CASUAL LIVING

BED 4 W.I.R

BA

TH

/ W

.I.R

BE

D 2

BE

D 3

Project :

Checked:Drawn:

Scale :

Owner :

Address : Date :

Ref No:

Sheet No:

03/07

Orig

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: A3

LEGEND:

PROVIDE VERTICAL ARTICULATION JOINTS HEBEL PANELS

@5000MM MAXIMUM INTERVALS

HARD WIRED SMOKE ALARMS TO BE IN ACCORDANCE WITH

A.S.3786

EXAUST FAN TO BE DUCTED TO OUTSIDE AIR

METERBOX

HOT WATER SYSTEM

DOWN PIPE

AJ

SK

1:200 @ a3PROPOSED DOUBLE STOREY RESIDENCE

GROUND FLOOR PLAN

SCALE 1:100

FIRST FLOOR PLAN

SCALE 1:100

12.10.2017

IMRAN MOGAL

72

0 D

R

D3

820 DR

D2

720 DR

D3

82

0 D

R

D2

50 M

M

ST

EP

D

N

LDRY

3.3 x 1.8

SL

ID

IN

G D

OO

R U

NIT

50 MM

STEP UP

ROBE

3.2 x 0.6

82

0 D

R

D2

RO

BE

2.9 x 0.6

BATH

4.0 x 1.8

SLIDING DOOR UNIT

50 M

M

ST

EP

U

P

777H X 2490W FIX

22

05

H X

2

04

0W

SL

D 2

2205H X 2040W

SLD 1

2014H X 1080W

FIX

6000 X 5500

GARAGE PANEL LIFT DOOR

THEATRE ROOM

20

14

H X

1

08

0W

F

IX

21

05

H X

1

11

7W

AW

24

15

H X

1

11

3W

FIX

1020 W ENTRY DR

19

14

H X

1

72

0W

AW

66

8H

X

1

25

1W

AW

2014H X 1080W

FIX

20

14

H X

1

08

0W

F

IX

21

05

H X

1

11

7W

AW

1904H X 1770W

AW

19

14

H X

1

73

0W

AW

19

14

H X

1

73

0W

AW

66

8H

X

1

25

1W

AW

668H X 1251W

AW

19

04

H X

1

77

0W

AW

D2

D2

D2

D2

D2

D3

D3

D4

D4 TIMBER DOOR FRAME2105 1070 1070 W ENTRY DR

NO 10 MEADOWCROFT DRIVE

UP

DN

AREA ANALYSIS1. SITE AREA : 326 m²

2. PROPOSED DWELLING

GROUND FLOOR : 177m² (19.0 Sq) include proch,alfresco &

garage

FIRST FLOOR : 141 m² (15.1 Sq) includebalcony

3. GARAGE : 36 m² (4.0 Sq)

4. SITE COVERAGE : 60%

5. TOTAL DRIVE AREA : 17 m² (5.2 %)

6. TOTAL HARD SURFACE COVERAGE : 194 m² (59.5 %)

7. PERMEABLE SURFACES : 45.8 m² (14.0 %)

8. PRIVATE OPEN SPACE : 24.0 m² (7.3 %)

(include porch,alfresco &balcony)

NOTE :

BUILDER TO VERIFY ALL LEVELS ON

SITE INCLUDING ANY SITE CUT- FILL IF

REQUIRED AND NOTIFY THE BUILDING

DESIGNER PRIOR TO THE

COMMENCEMENT ON ANY BUILDING

WORKS.

NOTE :

BUILDER TO VERIFY ALL DIMENSIONS

ON SITE PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION.

ANY DISCREPANCIES TO BE REPORTED

TO THE BUILDING DESIGNER PRIOR TO

SET - OUT FOR RECTIFICATION.

ROOFING

CONCRETE ROOF TILES TO BE IN ACCORDANCE WITH A.S. 1757 AND A.S. 1758

AND TO BE PRODUCED BY MANUFACTURERS WHO PROVIDE COMPREHENSIVE

GUARANTEE AND FIX IN ACCORDANCE WITH A.S.1757. TILES ARE TO HAVE AND

END LAP OF NOT LESS THAN 75mm. WHERE WIRING HOLES ARE PROVIDED,

EVERY ALTERNATE TILE IN EACH COURSE IS TO BE TIED TO BATTENS WITH

APPROVED WIRE. WHERE HOLES ARE PROVIDED FOR NAILING EVERY TILE IN

EACH THIRD COURSE IS TO BE FIXED WITH GALVANIZED FLAT HEAD NAILS AT

LEAST 19mm INTO TILE BATTEN. FIXING TO BE AS PER A.S.2050.

NOTE :

ARTICULATION JOINTS SHALL BE LOCATED IN ACCORDANCE

WITH TECHNICAL NOTE TN61 OF THE "CEMENT & CONCRETE

ASSOCIATION". IN PARTICULAR , ARTICULATION JOINTS ARE

REQUIRED AT DEEPEST WINDOWS AND OPENINGS, FROM TOP

OF SLAB TO EAVES, AND IN NO CASE MORE THAN 5000mm

CTRS, WITH NO MORE THAN 3000mm FROM EXTERNAL

CORNERS.(REFER ALSO TO SOIL REPORT).

NOTE :

CAVITY FLASHING AND WEEP HOLES TO PERIMETER OF

BUILDING BELOW FLOOR LEVEL @ EVERY 4th PERPEND

AND ABOVE ALL OPENINGS @ EVERY 2nd PERPEND.

Project :

Checked:Drawn:

Scale :

Address : Date :

Ref No:

Sheet No:

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RENDER FINISHING

( FOAM RENDER )

Owner :

04/07

PROPOSED DOUBLE STOREY RESIDENCE

LEGEND:

BROWN BRICK FACE

PITCH TILED ROOF

PROPOSED STACK STONE

NOTE :

COLOR TBA

SK

1:200 @ a3

IMRAN MOGAL

12.10.2017

SIT

E B

OU

ND

AR

Y

SIT

E B

OU

ND

AR

Y

27

00

78

43

SIT

E B

OU

ND

AR

Y

25

50

55

30

30

0

FLOOR LEVEL

ap

pro

x. O

/A

b

uild

in

g h

eig

ht fro

m N

GL

23

0

SOUTH ELEVATION

SCALE 1:100

SIT

E B

OU

ND

AR

Y

NORTH ELEVATION

SCALE 1:100

SIT

E B

OU

ND

AR

Y

EAST ELEVATION

SCALE 1:100

SIT

E B

OU

ND

AR

Y

SIT

E B

OU

ND

AR

Y

WEST ELEVATION

SCALE 1:100

CJ

FACE BRICK

CJ

BLACK COLORBOND

FASCIA/GUTTER &

DOWNPIPES

THROUGHOUT

22 1/2° PITCH TILED ROOF

FACE BRICK

BLACK COLORBOND

FASCIA/GUTTER &

DOWNPIPES THROUGHOUT

CJ

CJ

FACE BRICK

22 1/2° PITCH TILED ROOF

CJCJ

FACE BRICK

22 1/2° PITCH TILED ROOF

ALL WINDOWS & DOORS @

2100mm HEAD HEIGHT

UNLESS OTHERWISE NOTED.

ALUMINUM FRAME SLIDING

DOOR UNIT

PANEL LIFT DOOR

BLACK COLORBOND

FASCIA/GUTTER &

DOWNPIPES THROUGHOUT

ALL GLAZING WITHIN 500mm

OFF FLOOR LEVEL IS TO BE

A MINIMUM OF 5mm IN

THICKNESS SAFETY GLASS

IN ACCORDANCE WITH

A.S.1288-2006, SELECTION &

INSTALLATION.

ALL GLAZING WITHIN 500mm

OFF FLOOR LEVEL IS TO BE

A MINIMUM OF 5mm IN

THICKNESS SAFETY GLASS

IN ACCORDANCE WITH

A.S.1288-2006, SELECTION &

INSTALLATION.

470 X 470 BRICK POST

78

43

27

00

55

30

30

0

25

50

FLOOR LEVEL

ap

pro

x. O

/A

b

uild

in

g h

eig

ht fro

m N

GL

23

0

78

43

27

00

55

30

30

0

25

50

FLOOR LEVEL

ap

pro

x. O

/A

b

uild

in

g h

eig

ht fro

m N

GL

23

0

SIT

E B

OU

ND

AR

Y

78

43

27

00

55

30

30

0

25

50

FLOOR LEVEL

ap

pro

x. O

/A

b

uild

in

g h

eig

ht fro

m N

GL

23

0

NO 10 MEADOWCROFT DRIVE

NOTE :

Provide R6.0 Bulk insulation to residential ceiling area including garage roof

area.

Provide sarking to underside of roof area.

Provide R2.5 Insulation batts to all external walls (excluding garage perimeter

walls).

Provide R2.5 Insulation batts to all internal walls between garage and dwelling.

Provide R2.0 insulation to internal walls of bath(GF),laundry(GF),master

ens(FF),bathroom(FF).

Provide R4.0 insulation to cieling of garage under bed3.

Provide reflective sisalation to all external walls (excluding garage perimeter

walls).

CSOG construction to this project.

Project rated without recessed downlights as shown on plans. If added must use

light fittings allowing required insulation to be laid over top so no reduction in

ceiling insulation occurs.

Aluminium frame double glaze awning windows (U=3.5, SHGC=0.47) to

Theatre(1),bed5,casual living awning as nominated on endorsed plans.

Aluminium frame double glaze fixed or sliding windows/doors (U=3.5,

SHGC=0.64) to dining slide door,Alfresco slide door,kitchen fixed window as

nominated.

Timber frame double glaze window/glazed door (U=3.0,SHGC=0.56) to porch

sidelite,balcony door D4 as nominated on endorsed plans.

Aluminium frame LowE single glaze fixed windows (U=5.4,SHGC=0.58) to

Theatre fixed(2),casual living fixed(2) as nominated on endorsed plans.

Remaining Aluminium frame single glaze casement,fixed or sliding

windows/sliding doors (U=6.7,SHGC=0.7) as nominated on endorsed plans.

Remaining Aluminium frame single glaze awning window (U=6.7,SHGC=0.57)

as nominated on plans.

Dark color roof cladding modelled to this project.

All external doors and windows to utility rooms (non heated

bathrooms,Laundries,storage room)

To be weatherstripped between doors/frame and draft excluder fitted at base of

door to create seal when closed.

All openable windows to have weatherstrip between frame and sash to create

seal when closed.

All general building gaps and cracks to be sealed.

All windows modelled with flyscreens .

Entry door is weatherstripped at all times.

Exhaust fans:

Kitchen to have one sealed exhaust fan above/within range hood.

All exhaust fans should be self sealing when not in use to provide seal against

unwanted ventilation.

As Part of six star energy rating requirements , the owners shall provide a min

2000litre watertank to flush all wc's in dwelling or alternatively provide a Solar

H.W.S. where site is in a purple pipe estate,(reclaimed water on a separate tap

system for flushing wcs and use for garden.

GENERAL FRAMING MEMBERS (U.N.O)

STUDS

UPPER STOREYS : 90x35 MGP10 @ 450 MAX.CTRS.

NOTCHES20mm FOR BRACING

(MAX.HEIGHT 2700mm)

90X45 mgp10 @ 450 MAX.CTRS.

(HEIGHT 2700mm-3000mm)

LOWER STOREYS: 90x35 MGP10 @ 450 MAX.CTRS.

NOTCHES20mm FOR BRACING

(MAX.HEIGHT 2700mm)

90X45 mgp10 @ 450 MAX.CTRS.

(HEIGHT 2700mm-3000mm)

90X45 F17 KD HW @ 450 MAX. CTRS

(MAX. HEIGTH 3700mm)

DOUBLE STUDS: 2/90X45 MGP 10 STUDS

FIXED END STUD WALL TO MASONRY WALLS WITH M10

DYNABOLT AT TOP, BOTTOM AND 1500 MAX. CTRS. (TYP.)

WALL PLATES

UPPER STOREYS: TOP PLATE - 45X90 MGP 10 NOT

TRENCHED

BOTTOM PLATE - 45X90 MGP 10 NOT

TRENCHED

LOWER STOREYS: TOP PLATE - 2/45X90 MGP 10 NOT

TRENCHED

BOTTOM PLATE - 45X90 MGP 10 NOT

TRENCHED

PROVIDE DOUBLE TOP PLATES IF SUPPORTING TILED ROOF

TRUSS

STUD AT SIDE OPENINGS

OPENING WIDTH: STUDS:

UP TO 1200mm 1/90x45 MGP10

1200mm - 1800mm 2/90x45 MGP10

1800mm - 2400mm 2/90x45 MGP10

WALL BRACING

BRACING OF ALL STUD WALLS TO BE IN ACCORDANCE WITH

THE RESIDENTIAL TIMBER FRAMING CONSTRUCTION

A.S.1684.2-2006 U.N.O

FIXING REQUIREMENTS

GENERALS: REFER TO A.S.1684.2-2006 RESIDENTIAL

TIMBER FRAMING CONSTRUCTION

MANUAL TYPICAL FIXING EQUIREMENTS

GENERALS: EQUIVILENT TIMBER GRADE CAN BE USED

TO REPLACED TIMBER GRADES SPECIFIED

Fall

Provide selectedColorbond capping

80

0

Damp proof course edge to bevisible from the outside St

ud W

all

177 m²

OUTDOOR AREA (4W/m²) 21W9W

Drawn:

Scale :

Sheet No:

36 m²

135W 439W15

BATTEN

SK

PROPOSED DOUBLE STOREY RESIDENCE

Provide sarking underroof lining

Selected cornice tobe fixed as per manu.spec's

Provide bulk insulation to walls andceilings as per Energy Rating report

trusses @600ctrs as per Trussmanufacturer's spec's

Typical Gutter Over Brick Work Detail(SCALE 1:10)

ALL STRUCTURAL TIMBER SIZES TO BE IN ACCORDANCE WITH

A.S.1684-NATIONAL TIMBER FRAMING CODE.

21

30

15

0 m

in

38

50

17

20

Re

ba

te

Sisalation to run over flashing

Weepholes at 1000 Centre

Typical Brick Veneer Wall Footing Detail(SCALE 1:10)

Flashing turned up Min. 80mm

Vapour BarrierNOTE:

HEAT LAMPS EXEMPT.

ARTIFICIAL LIGHTING TO COMPLY WITH 3.12.5.5

ARTIFICIAL LIGHTING FROM THE B.C.A (NCC)2011

ARTIFICIAL LIGHTING AROUND PERIMETER OF A

BUILDING MUST:

A) BUILDING CONTROLLED BY A DAYLIGHT

CENSOR; OR

B) HAVE AN AVERAGE LIGHT SOURCE

EFFICIENCY OF NOT LESS THAN 40

LUMENS/W

AREA

WATTS

PER LIGHT

GROUND FLR (5W/m²)

9

ARTIFICIAL LIGHT CALCULATIONS

9

QTY.

439W144W

TOTAL

WATTS

MAX.WATTS

PERMITTED

16

24 m²1

Project :

Checked:

Owner :

Address : Date : 05/07

Orig

inal

She

et S

ize

: A3

Ref No:

CARPORT (3W/m²) 99W1

127W

141 m²FIRST FLR (5W/m²) 9

SECTION A-A

SCALE 1:100

ARTIFICIAL LIGHTING PLAN

SCALE 1:100

DOWNLIGHT

LEGEND

1:200 @ a3

FLOOR LEVEL

230

Min

150

Min

23

02

70

03

00

25

50

78

43

20

63

Provide 240mm brick veneerexternal walls

Provide weepholes & flashingevery 3rd perpend

Ref to floor finishes plan forselected floor coverings

See energy rating report forwall insulation requirements

Slab as per eng's drawing

Roof trusses @ 600mmmaximum CTS. As permanufactures specification

See energy rating report forceiling insulation requirements

Concrete tile roof @22.5° pitch

FIRST FLOOR PLAN

SCALE 1:100

GROUND FLOOR PLAN

SCALE 1:100

12.10.2017

IMRAN MOGAL

D1

NO 10 MEADOWCROFT DRIVE

UP

DN

Checked:

Project :

Address :

Drawn:

Scale :

Sheet No:Owner :

Date :

Ref No:

06/07

PORCELAIN TILE

CARPET FINISHING

FLOOR TILES

Orig

inal

She

et S

ize

: A3

FLOOR COVERINGS

LEGEND:

FIRST FLOOR PLAN

SCALE 1:100

GROUND FLOOR PLAN

SCALE 1:100

1:100 @ a3PROPOSED DOUBLE STOREYRESIDENCE

SK

CONCRETE FINISHING

IMRAN MOGAL

DOUBLE GARAGE

BED 5

KITCHEN

THEATRE ROOM

DINING

HALL

ALFRESCO

PORCH

LDRY

RO

BE

BATH

MASTER SUITE

BATH

W.I.R

MASTER

ENSUITE

W.I.R

BED 3

BED 2

BED 4

W.I.R

CASUAL LIVING

BALCONY

ROBE

NO 10 MEADOWCROFTDRIVE

UP

DN

KITCHEN

6.1 X 3.9

REF

H.P

SINK

720 D

R

820 DR

LDRY

2.8 x 1.8

D2

D3

A

B

C

D

2000

900

BATH - A

SCALE 1:100

2000

2100

740

BATH - B

SCALE 1:100

2000

740

1750

1000

900

BATH - D

SCALE 1:100

LDRY - A

SCALE 1:100

LDRY - B

SCALE 1:100

900

650

900 13

00

900

LDRY - C

SCALE 1:100

LDRY - D

SCALE 1:100

KITCHEN - A

SCALE 1:100

700

MDF BULKHEADMDF BULKHEAD

158

572572

602

580

5047

57257216

4072

010

4

4057216

REFSPACE

57240

69540

50

900W CANOPY RANGEHOOD

740

450

BATH - C

SCALE 1:100

Date :

Orig

inal

She

et S

ize

: A3

Project : Scale :

Owner : Sheet No:

Ref No:

1:100 @ a3PROPOSED DOUBLESTOREY RESIDENCE

Checked:Drawn:

Address :

SK

07/07

720 D

R

BATH

4.0 x 1.8

600

NO 10 MEADOWCROFTDRIVE