drawing # drawing - meander.tas.gov.au · drawing scale (@a2) mitchell lloyd drawing acc # cc6320...

Client/s:

Site Address:

COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.

REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.

SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)

DRAWINGMITCHELL LLOYDACC # CC6320

PH. 6344 7319ABN. 71 615 812 747

E. [email protected]

MARSHALL ANDERSON &ELIZABETH GIBB

106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.

PROPOSED DWELLING106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.

DRAWING # DRAWINGCOVER PAGE

SITE PLAN

GROUND PLAN

EXTERNAL SERVICES

INTERIOR PLUMBING

ELEVATIONS N/NW - S/SE

ELEVATIONS NE - SW

ROOF PLAN

SECTIONS 13 A & B

DETAILS

SCHEDULES & BAL CONSTRUCTION

CONSTRUCTION NOTES

ELECTRICAL/CEILING PLAN

BSH106-01

BSH106-02

BSH106-03

BSH106-04

BSH106-05

BSH106-06

BSH106-07

BSH106-08

BSH106-09

BSH106-10

BSH106-11

BSH106-12

BSH106-13

BSH106-14

BSH106-15

ATTACHMENTS

GROUND FLOOR (M2) 298.16

DESIGN WIND SPEED SOIL CLASSIFICATION

CLIMATE ZONE BAL RATING

68.26

40M/S

7ALPINE AREA N/A CORROSION ENV' N/A

SITE HAZARDS:

DECK/PORCH (M2)

REFER TO BUSHFIRE HAZARDMANAGEMENT PLAN

LOT SIZE (HA) ENERGY STAR RATING

BSH106-16

SET OUT PLAN

COUNCIL ZONEPROPERTY IDLAND TITLE REFERENCE 173727/13

RURAL LIVINGMVC

3532993

TBC

TBC

3.887 TBC

1/17COVERPAGE

SITE PLAN

E ELEVATION / SECTION 12A

CARPORT PLANSBSH106-17

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




N

20,000

18,500

88,376

80,741

193,800

190,811

163,126

83,329

90,456

TITLE BOUNDARY - 287.74M


TITLE BOU

ND

ARY - 104.67M

T.B. - 39.08M

T.B. - 59.43M

T.B. - 61.33MT.B. - 5

3.72M

T.B. - 35.23M

T.B. -

7.94

M



PROPOSEDDWELLING

PROPOSEDCARPORT

PROPOSED GRAVEL DRIVEWAY

PROPOSEDSHED

T.B. - 8.28M

BISHO

PSBOU

RNE

ROAD

LIFFEY RIVER

SEPTIC

2/17SITE PLAN1:1000

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE

N20,000

88,376 TO TITLE BOUNDARY

18,500



190,811 TO TITLE BOUNDARY30,600

20,000

163,126


90,4

56 T

O LIF

FEY

RIVE

R

6,000

6,000

152.0

0

152.00

154.0

0

153.00

TITLE BOUNDARY - 287.74MPROPOSED DWELLING

PROPOSEDCARPORT

PROPOSED GRAVEL DRIVEWAY

PROPOSEDALFRESCO

PROPOSED SHED

TO TITLE

BOUNDARY

152.00

PROPOSED DRIVEWAY 3.5M WIDE + 6MWIDE PASSING BAY

LOCATION OF PASSING BAY TBC ON SITE.MAX 100M BETWEEN PASSING BAYS.

PROPOSEDSEPTICSYSTEM

2x 22,500L TANKS

10,000L TANK(FIRE FIGHTING)

FIRE FIGHTINGCONNECTION

3/17SITE PLAN1:200

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




N

N

450 21,590 230 7,423

450 13,790 90 5,060 90 2,550 240

450 8,840 1,200 1,360 60090860

90750

901,100 90 2,880 90 900 90 1,560

90900 240

450 12,000 90 90 1,610901,100 90 3,870 90 2,550 240

660 13,880 5,060 240 3,640

240

3,800

902,900

90 51090

3,810

901,590 90

3,800

240

17,340

240

3,800

90

3,500

90

3,810

90 90 1,500 903,800

240

240

2,810

90900

90

9,080

90900

90

2,810

5,020

90

4,510

901,100

90

6,440

901,315

901,750

901,265

901,100

90

300

1,55090

4,510

901,100

90

90

5,700

90

4,870

240

3,790

90510

240

240

3,300

901,000

240

240

2,210

901,000

901,000

240

10,302

240

3,300

901,000

90510

90

600

4,000

90

2,400

90530

7,407

240

510

90

3,790

240

507

2,055

4,845

4,870

240

6,080

240

4,030

6,780

16,101

240

6001,000

3,190

1,290

240

240

3,140

901,100

901,660

240

240

2,590

901,650

901,660240

1,745

5,875

450

2,000

90

240

1,765

1,500

1,27990

1,000

4502,00090

240

4,545

901,000

450

240

3,795

901,900

300

26,911

29,694

300

1,550

6,000

5,680

1,147

4,040

240

6,080

450

210

230 5,540 230

1,190

3,300

1,190

12-A

12-A

13-A

13-A

13-B

13-B

17-A

17-A

CARPORT(CONCRETE)

ENTRY(TBC)

KITCHEN(TBC)

DINING(TBC)

PWD.(TILES)

BATH.(TILES)

PORCH(CONCRETE)

DW.

W.I.R.(CARPET)

MASTER(CARPET)

STORE

WIN

DOW

SEAT

BED 2(CARPET)

LIVING(TBC)

PNT.(TBC)

RUMPUS(TBC)

ENSUITE(TILES)

LDY(TILES)

CLOAKSEAT

BOOK

STORE

LINEN

BED 4(CARPET)

BED 3(CARPET)

ENS. 2(TILES)

WM.

ROBE

ROBE

ROBE

FIRE ALFRESCO

(TBC)

D.

REF

fire box

DP

DP

DP

W01ADH2312

W02ADH2309

W03ADH2312

W04ADH2309

W05ADH2312

W19ADH2312

W06

AA

W09

33

D05

ASD

2740

D01

820

D02

1200

+SL

W07

AD

H24

09

W08

AD

H24

09

W09AFW1818

W10ADH2430

W11AFW1726

W17ADH2726

D03ASD2737

D04ASD2737

W12ADH2709

W16ADH2709

W13

AA

W08

39

W15AFW2127

W18

AFW

2720

DP

DP

DP

W14

AFW

2127

1500 900x1500

1500

900x2200

1200

900x1500

820 820P

820

820

820P

1100SQ

1100SQ

1200

SQ

820P

820P

820P

820

STUDY NOOK

RAMMED EARTH

RAM

MED

EA

RTH

OUTSIDE CORNEROF STUDWORK


DP

300x85 GL18C OVER

300x85 GL18C OVER

240x

45 M

PG12

OV

ER

240x

45 M

PG12

OV

ER


0 1 2 3 4 5

4/17GROUNDPLAN 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




11,734 1,666 16,294

14,316 3,469 11,90911,734 6,051 11,909

1,147 2,533 4,718 1,666

3,640 6,423

450 13,790 180 7,620 230 1,000 6,423

13,568

4,577

5,931

7,620

450

2,000

6,960

8,790

13,568

1,717

8,790

1,7452,950

4,040

6,560

9,531

2,203

4,577

10,600

210

16,101

7,407

4,870

4,870

10,303

6,325

17,751

2,835

24,075 38,227

13,568

10,507

17,296

6,779

19,499

4,577

9,681

6,383

8,91710,063

14,240 8,030 7,423

1,745

1,205

13,399 16,294

11,734 17,960

7,975

16,101

210

17,785 11,90914,316 15,378

18,145

5,931

8,325

15,750

86mm SET DOWN

POD SLAB TOSTRUCTURAL DETAILS

FFL: TBC

86mm SET DOWN



5/17SET OUTPLAN 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




6,000

ORG WITH TAP OVER. TOP OF ORGTO BE MINIMUM 150mm BELOWLOWEST SANITARY FIXTURE.

DP

(BATHROOM)

S

DP DP

DP

DP

DP

DP

100m

m P

VC S

TORM

WA

TER

LIN

ES

DIR

REC

TED

TO

WA

TER

TAN

KS

WCB

B SH

Ba

WC

T

WCB

SH

WC

B

SH

EV

Ba

(ENS

UITE

)

(BATHROOM)

(ENS

UITE

)

ORG + X

100mm

PVC WASTE W

ATER LINES

TO SEPTIC SYSTEM

AS PER WASTE

WATER M

ANAG

MEN

T PLAN

10,000L TANK(FIRE FIGHTING)

FIRE FIGHTINGCONNECTION

2x 22,500LTANKS

DP

100m

m P

VC S

TORM

WAT

ER LI

NE

DIRRE

CTED

AW

AY F

ROM

BUILD

ING

OVERFLOW DIRRECTEDAWAY FROM BUILDING


ALL DRAINAGE WORK SHOWN IS PROVISIONAL ONLYAND IS SUBJECT TO AMENDMENT TO COMPLY WITHLOCAL AUTHORITIES. ALL WORK IS TO COMPLY WITHAS - 3500 AND LOCAL PLUMBING CODE AND SHOULDBE CARRIED OUT BY A LICENSED PLUMBER.

LEGENDB - BASINBa - BATHS - SINK (65Ø)T - LAUNDRY TUB (65Ø)SH - SHOWERWC - WATER CLOSETFW - FLOOR WASTEEV - VENT (THROUGH TO ROOF)IO - INSPECTION OPENINGRE - RODDING EYEHW - HOT WATER CYLINDERX - EXTERNAL TAPP - DRAINAGE PIT (450mm X 450mm)

DP - DOWNPIPE (90 Ø)

INSTALL INSPECTION OPENINGS AT MAJOR BENDS FORSTORMWATER AND ALL LOW POINTS OF DOWNPIPES.

PROVIDE SURFACE DRAIN TO BACK OF BULKEXCAVATION TO DRAIN LEVELLED PAD PRIOR TOCOMMENCING FOOTING EXCAVATION.

SERVICESTHE HEATED WATER SYSTEM MUST BE DESIGNED ANDINSTALLED WITH PART B2 OF THE NCC VOLUME THREE-PLUMBING CODE OF AUSTRALIA.

THERMAL INSULATION FOR HEATED WATER PIPINGMUST:A) BE PROTECTED AGAINST THE EFFECTS OFWEATHER AND SUNLIGHT; ANDB) BE ABLE TO WITHSTAND THE TEMPERATURESWITHIN THE PIPING ; ANDC) USE THERMAL INSULATION IN ACCORDANCE WITHAS/NZS 4859.1

HEATED WATER PIPING THAT IS NOT WITHIN ACONDITIONED SPACE MUST BE THERMALLY INSULATEDAS FOLLOWS:1. INTERNAL PIPINGa) ALL FLOW AND RETURN INTERNAL PIPING THAT IS-i)WITHIN AN UNVENTILATED WALL SPACEii)WITHIN AN INTERNAL FLOOR BETWEEN STOREYS: ORiii) BETWEEN CEILING INSULATION AND A CEILINGMUST HAVE A MINIMUM R-VALUE OF 0.2

2.PIPING LOCATED WITHIN A VENTILATED WALL SPACE,AN ENCLOSED BUILDING SUBFLOOR OR A ROOF SPACEa) ALL FLOW AND RETURN PIPINGb)COLD WATER SUPPLY PIPING AND RELIEF VALVEPIPING WITHIN 500mm OF THE CONNECTION TOCENTRAL WATER HEATING SYSTEM,MUST HAVE A MINIMUM R-VALUE OF 0.45

3. PIPING LOCATED OUTSIDE THE BUILDING OR IN ANUNENCLOSED BUILDING SUB FLLOR OR ROOF SPACEa)ALL FLOW AND RETURN PIPINGb)COLD WATER SUPPLY PIPIONG AND RELIEF VALVEPIPING WITHIN 500mm OF THE CONNECTION TOCENTRAL WATER HEATING SYSTEMMUST HAVE A MINIMUM R-VALUE OF 0.6

PIPING WITHIN AN INSULATED TIMBER FRAMEDWALL,SUCH AS THAT PASSING THROUGH A WALLSTUD,IS CONSIDERED TO COMPLY WITH THE ABOVEINSULATION REQUIREMENTS.

WET AREASSTORMWATER LINE (100mm PVC)SEWER LINE (100mm PVC)

6/17EXTERNALSERVICES 1:200

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




1,525 BATH

1,500 BASIN

330 WC

11,250 SINK

8,405 BASIN

9,550 WC

290 SHOWER

640

BATH

2,75

5 BA

SIN

2,75

5 SH

OW

ER

5,37

5 W

C

1,20

554

0 SI

NK

3,19

0 BA

SIN

4,02

0 W

C

5,020

2,835 TUB

5,540 WC5,360 BASIN

5,580 SHOWER

9,800 WC

10,760 SHOWER

12,220 BATH

12,940 BASIN

5,44

0 TU

B

740

WC

1,89

5 BA

SIN

3,09

0 SH

OW

ER

740

BATH

290

SHO

WER

3,04

0 W

C

3,04

0 BA

SIN

ALL DRAINAGE WORK SHOWN IS PROVISIONAL ONLYAND IS SUBJECT TO AMENDMENT TO COMPLY WITHLOCAL AUTHORITIES. ALL WORK IS TO COMPLY WITHAS - 3500 AND LOCAL PLUMBING CODE AND SHOULDBE CARRIED OUT BY A LICENSED PLUMBER.

7/17INTERIORPLUMBING 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




2

2

E

22

2

2 2

2

2

2

2

2

2

2 2

222 2 2

2

2

2

2

2

2

22

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

ELECTRICAL LAYOUTTO BE CONFIRMEDON SITE BY CLIENTWITH ELECTRICIAN

CEILING LIGHT (BATTEN HOLD)

SINGLE GPO 1050 OFF FLOOR

SMOKE DETECTOR

2 GLOBE HEAT, FAN, LIGHT

PHONE OUTLET 300 OFF FLOOR

TV OUTLET

EXHAUST FAN

METER BOX

EXTERNAL LIGHT

SINGLE GPO 300 OFF FLOOR

DOUBLE GPO 1050 OFF FLOOR

DOUBLE GPO 300 OFF FLOOR

4 GLOBE HEAT, FAN, LIGHT

PHONE OUTLET 1050 OFF FLOOR

FLUORESCENT LIGHT SINGLE

FLUORESCENT LIGHT DOUBLE

ELECTRICAL LEGEND

RANGEHOOD EXHAUST FAN

DOWNLIGHT (LED)

MAX ILLUMINATION POWER DENSITY ROOM ALLOWANCES

ROOMMAX IPD

(W)AREA(M2)

LIVING/DINING 268.6553.73

KITCHEN

ENTRY

MASTER

BED 2

BED 3

STUDY

LAUNDRY

BATHROOM

ENSUITE 2

HALL

ALFRESCO

92.25

78.65

96.00

74.70

62.90

18.60

40.60

50.45

26.25

45.40

165.48

NCC V.2 3.12.5.5 ARTIFICIAL LIGHTING

S MOTION/DAY LIGHT SENSOR

18.45

15.73

19.20

14.94

12.58

3.72

8.12

10.09

5.25

9.08

41.37

NOTE:-SMOKE ALARMS TO BE INTERLINKED-DRYER TO BE DUCTED OUTSIDE

ETHERNET OUTLET

DATA HUB

ENTRY

KITCHENDINING

PWD.

BATH.

PORCH

W.I.R.

MASTER

BED 2

LIVING

PNT.

RUMPUS

ENSUITE

LDY

BED 4

BED 3

ENS. 2

ALFRESCO

36.85

57.25

WALK IN ROBE

ENSUITE 11.45

7.37

25.10PANTRY 5.02

10.90POWDER 2.18

147.40RUMPUS

74.70BED 4 14.94

29.48

(HEAT LAMPS NOT INCLUDED IN MAX IPD)

29.32PORCH 7.33

HALL

8/17ELECTRICALPLAN 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




SUMP & DP

DOUBLE 90x35 MGP10TOP PLATE

75x35 MGP12 TP. BATTENSAT 600Crs

PINE ROOF TRUSS DESIGN BYMANUFACTURER, TRUSSES TO BE AMAX 900 Crs

VAPOUR PERMEABLE SARKINGDIRECTLY UNDER BATTENS

20 RO

OF

PITC

H

FALL

20 RO

OF

PITC

H

FALL

FALL

20 R

OO

F PI

TCH

DP

SUMP & DP

SUMP & DP SUMP & DP

SUMP & DP

SUMP & DP

BOX GUTTER

BOX GUTTER

BOX GUTTER

2 0 ROOF PITCH

FALL

GU

TTER


TIMBER TRUSSES TOMANUFACTURERSSPECIFICATIONS @ 900 MAXSPACINGS

75x35 MGP12 BATTEN

VAPOUR PERMIEABLE SARKINGDIRECTLY UNDER BATTENSSARKING TO STOP AT TOP BATTEN

RIDGE CAPPING

RIDGE DETAILBAL TBC

CUSTOM ORB ROOF CLADDING

MESH TO UNDERSIDE OF BATTENMAX APPERTURE 2mm, NONCORROSIVE STEELOR ALUMINIUM (AS3959 5.6.1)BAL TBC

9/17ROOF PLAN1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




350

2,75

575

0

SOUTH EASTERN ELEVATION SOUTHERN ELEVATION

600

310

300

U/S TRUSS

FFL

ROTA

TED

FOR

CLA

RITY

ROTA

TED

FOR

CLA

RITY

W06D02

W7W08

NGL

EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH

120x18 BURNT ASH CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS

RAMMED EARTH

BRICK VENEER

90mm PVC DOWN PIPEPAINT FINISH

D01(BEHIND)

FLUETO BE INSTALLED IAW AS2918-1990

280

2,75

575

0

NORTHERN ELEVATION

600 600

570

520

ROTA

TED

FOR

CLA

RITY

ROTA

TED

FOR

CLA

RITY

U/S TRUSS

FFL

D05 W18 W14 W13

BRICK VENEER



RAMMED EARTH


TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS



0 1 2 3 4 5

NORTHERN / NORTH WESTERN ELEVATION

SOUTHERN / SOUTH EASTERN ELEVATION

10/17ELEVATIONSN/NW-S/SE 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




590

2,755

750

650

450

550

650

4,150

W12

U/S TRUSS

FFL

D03 W11

W10 W09



BRICK VENEER

RAMMED EARTH




2,755

750

310 280

W15W16D04W17

U/S TRUSS

FFLNGL


RAMMED EARTH



BRICK VENEER

0 1 2 3 4 5

NORTH EASTERN ELEVATION

SOUTH WESTERN ELEVATION

11/17ELEVATIONSNE-SW 1:100

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




2,755

750

600 600

310 520

U/S TRUSS

FFLNGL

W04 W03 W02 W01


BRICK VENEER


D-14ADetail

D-14BDetail

300

2,755

750

600 600

TIMBER ROOF TRUSSESTO MANUFACTURERS SPECIFICATIONS@ 900 MAX SPACINGS

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGSAT 1200 VERTICAL Crs

W17

U/S TRUSS

FFL

20 EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH

BRICK VENEER

PVC DOWN PIPEPAINT FINISH


COLORBOND FASCIA & GUTTER


WAFFLE POD SLABAS PER STRUCTURAL DRAWINGS

COMPACT GRAVEL BASE

0 1 2 3 4 5

12/17E ELEVATION /SECTION 12A

1:100

EASTERN ELEVATION

SECTION 12 A-A

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




D-14DDetail

BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER 75x35 MPG12 T.P. BATTENS @600CRS


MIN R4.0 BULK INSULATIONTO ROOF CAVITY

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND

NOGS AT 1200 VERTICAL Crs

VAPOUR PERMEABLE SARKINGON EXTERNAL SIDE OF STUD WORK

BRICK VENEER

R2.0 BULK INSULATIONTO EXTERNAL WALLS


EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH

250 WIDE x 200 DEEP BOX GUTTER250 WIDE, 200 DEEP x 600 LONG SUMP

D-14CDetail

WAFFLE POD SLABAS PER ENGINEERS DETAILS

COMPACT GRAVEL BASE

D-14EDetail

D-14FDetail

D-14GDetail

BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER 75x35 MPG12 T.P. BATTENS @600CRS


MIN R4.0 BULK INSULATIONTO ROOF CAVITY

MESH OVER RIDGEBAL 12.5 & OVER

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND

NOGS AT 1200 VERTICAL Crs

VAPOUR PERMEABLE SARKINGON EXTERNAL SIDE OF STUD WORK

BRICK VENEER




250 WIDE x 200 DEEP BOX GUTTER250 WIDE, 200 DEEP x 600 LONG SUMP

RAMED EARTHAS PER ENGINEERS DETAILS


COMPACT GRAVEL BASE

STEEL BEAM AND COLUMNAS PER ENGINEERS DETAILS

SECTION 13 B-B

13/17SECTIONS13 A & B 1:50

SECTION 13 A-A

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SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747





10mm PLASTER BOARD

PREPRIMED MDF SKIRTINGDPC TO WEEP HOLEEVERY 4TH VERTICAL JOINT

VAPOUR PERMEABLE SARKINGTO EXTERNAL SIDE OF STUD WORK

BRICK VENEER

FORTICON


COMPACT GRAVEL BASE

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT1200 VERTICAL Crs

COLORBOND FASCIA AND GUTTER

CEMENT SHEET EAVE LINING

MIN R4.0 BULK INSULATIONTO CEILING

20mm FURRING CHANNEL@ 450 Crs

TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX.


75x35 MGP12 BATTEN@ 600 Crs

BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANT

DIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST

BATTEN, FOIL TO CONTINUE TO GUTTER.

120x18 BURNT ASH CLADDINGON 40x25 CAVITY BATTENS

FIXED IAW MANUFACTURERES SPECIFICATIONS

POCKET IN TRUSS10mm PLASTER BOARDTO WALLS AND CEILING

COLORBOND FLASHINGTIMBER ROOF TRUSSES

DESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX. 120x18 BURNT ASH CLADDING

ON 40x25 CAVITY BATTENSFIXED IAW MANUFACTURERES SPECIFICATIONS



BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET

OR EQUIVILANTDIRECTLY OVER BATTENS



10mm PLASTER BOARDTO WALLS AND CEILING

MIN R2.0 BULK INSULATIONTO EXTERNAL WALLS

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT1200 VERTICAL Crs



TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERS

SPECIFICATIONS @900mm CENTRES MAX.

10mm PLASTER BOARDTO WALLS AND CEILING




BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST BATTEN,FOIL TO CONTINUE TO GUTTER.

BRICK VENEER

DBL TOP PLATE TO PERIMETER

90x35 MPG10 FRAMED PARAPET

COLORBOND FLASHING

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT

1200 VERTICAL Crs

MIN R2.0 BULK INSULATIONTO EXTERNAL WALLS

OVER FLOW

250 WIDE x 200 DEEP BOX GUTTER

PONDING BOARD


250 WIDE, 200 DEEP x 600 LONG SUMP

90 DIAM DOWNPIPE


COMPACT GRAVEL BASE

FORTICON

RAMED EARTHAS PER ENGINEERS DETAILS

TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX.

AQUACHEK LINNINGTO ALFRESCO SOFFIT



BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANT

DIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST

BATTEN, FOIL TO CONTINUE TO GUTTER.


COLORBOND FLASHING

OVER FLOW


PONDING BOARD

EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS

ON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH


90 DIAM DOWNPIPEBEHIND COLUMN, STEEL BEAM TO BE FLUSH

WITH COULMN TO ALLOW D.P. TO BE LOCATED

STEEL COLUMNAS PER ENGINEERS DETAILS

STEEL BEAMAS PER ENGINEERS DETAILS

TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERS

SPECIFICATIONS @900mm CENTRES MAX.



BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LASTBATTEN, FOIL TO CONTINUE TO GUTTER.


COLORBOND FLASHING

OVER FLOW


PONDING BOARD



90 DIAM DOWNPIPECONCEALED IN EAVES



10mm PLASTER BOARDTO CEILING

RAMMED EARTHAS PER ENGINEERS DETAILS


DETAIL 14-A

DETAIL 14-B

DETAIL 14-D

14/17DETAILS1:20

DETAIL 14-C DETAIL 14-F

DETAIL 14-E

DETAIL 14-G

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SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




GROUND FLOOR WINDOW SCHEDULENUMBER WIDTH TYPE GLASS MATERIALHEIGHT

W01

W02

W03

W04

W05

W06

W07

W08

W09

W10W11

DBL CLEAR ALUMINIUM

AREA(M2)

TOTAL 0M2

W12

W13

W14

W15

W17

W16

OPENING NOTES

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUMDBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DBL CLEAR ALUMINIUM

DOOR SCHEDULENUMBER HEIGHT WIDTH TYPE AREA(M2) GLASS FRAME MATERIAL

D01

D02

DBL CLEAR ALUMINIUM

OPENING NOTES

DBL CLEAR ALUMINIUM

2100 820 1.72SWINGING 100%

JAMB MATERIALALUMINIUM

ALUMINIUM

2700 3700 9.99SLIDING 66%

D03 DBL CLEAR ALUMINIUM ALUMINIUM



ALUMINIUM

ALUMINIUM

TOTAL 35.86M2

WINDOWS ARE POWDER COATED ALUMINUM.ALL FLASHINGS AND FIXINGS TO MANUFACTURERS SPERCIFICATIONS.DIMENSIONS SHOWN IN SCHEDULE FOR THESE WINDOWS ARE NOMINAL ONLY.REFER TO MANUFACTURES SCHEDULE TO CONFIRM SIZES

ALL WINDOW FRAMING TO BE IN COMPLIANCE WITH AS2047 (WINDOWS IN BUILDING -SELECTION AND INSTALLATION)ALL GLAZING TO BE IN COMPLIANCE WITH AS1288 AND NCC VOL.2 PART 3.6.

ANY BEDROOM WINDOWS WITH A FALL HEIGHT OF OVER 2M, MUST HAVE ARESTRICTED OPENING OF MAX 125MM

DOORSENTRY DOOR - AS PER PER BUILDERS INCLUSION LIST

ALL INTERNAL DOORS TO BE REDICOTE HARD BOARD,HONEYCOMB CORE, AT THE WIDTH NOTED ON PLANS.GARAGE INTERNAL DOOR TO BE SOILD CORE

EXTERNAL DOORS TO BE TEMPERED HARDBOARD WITH SOLIDCORE, AT THE WIDTH NOTED ON PLANS.

ALL ROBE DOORS TO BE AS PER BUILDERS INCLUSIONS LIST

WINDOWS

15/17SCHEDULE &

BALCONSTRUCTION 1:100

W18

DBL CLEAR ALUMINIUMW19

1210 2.78DBL HUNG2300 33%

850 1.95DBL HUNG2300 33%

1210 2.78DBL HUNG2300 33%

850 1.95DBL HUNG2300 33%

1210 2.78DBL HUNG2300 33%

3300 2.83AWNING857 45%

850 2.042400 DBL HUNG 33%

2400 850 2.04DBL HUNG 33%

1810 3.26FIXED1800 0%

2400 3000 7.20DBL HUNG 10%2600 4.52FIXED1740 0%

2700 900 2.43DBL HUNG 50%

2700 900 2.43DBL HUNG 50%

2600 7.022700 17%

3900 4.52AWNING850 100%

2650 4.52FIXED2150 0%

2650 4.52FIXED2150 0%

CORNER WINDOW SEATCONFIRM MEASURMENTS ON SITECORNER WINDOW SEATCONFIRM MEASURMENTS ON SITE

CONFIRM MEASURMENTS ON SITE

2300 1210 2.43DBL HUNG 33%

2000 5.40FIXED2700 0% CONFIRM MEASURMENTS ON SITE

DBL HUNG

2700 3700 9.99SLIDING 66%

2700 4000 10.80SLIDING 50%

2100 1600 3.36SWINGING 75%

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




DO NOT SCALE DRAWINGSALL DIMENSIONS IN MILLIMETERS, UNLESS OTHERWISE SPECIFIED.CHECK ALL DIMENSIONS AND VERIFY LEVELS, PRIOR TO SETOUT ORCOMMENCEMENT OF ANY BUILDING WORK.ANY NOTED DISCREPANCIES ON ANY OF THESE DRAWINGS OR DOCUMENTSREFERRING TO THIS PROJECT SHOULD BE MADE AWARE TO THE DESIGNERBEFORE ANY FURTHER WORK CONTINUES.ALL CONSTRUCTION TO COMPLY WITH THE LATEST NATIONALCONSTRUCTION CODE (NCC) AND AUSTRALIAN STANDARDS.ENGINEER'S SPECIFICATIONS TAKE PRECEDENT OVER DRAWING NOTES.ALL PLUMBING AND DRAINAGE TO COMPLY WITH AS3500 AND LOCALCOUNCIL PLUMBING REQUIREMENTS.CHECK THE CONSTRUCTION PLAN IS THE MOST RECENT AMENDMENT.IF IN DOUBT CONFIRM WITH THE RELEVANT CONSULTANT.

SITE WORKSSITE TO BE PREPARED IAW ENGINEERS OR SURVEYORS REPORT IF APPLICABLE.SITE TO BE EXCAVATED OR FILLED TO INDICATED LEVELS.EXCAVATION AND FILLING OF THE SITE TO BE IAW NCC VOL 2. PART 3.1 ANDAS 2870.DRAINAGE WORKS TO BE IAW NCC VOL 2. PART 3.1.2 AND AS/NZS 3500.3.2 &3500.5FINISHED GROUND TO FALL AWAY FROM BUILDING FOR A MINIMUMDISTANCE OF 1000 AT 1:20 MINIMUM AND TO A POINT WHERE PONDINGWILL NOT OCCUR.FINISHED SLAB LEVEL TO BE 150 ABOVE FINISHED GROUND LEVEL OR 50ABOVE PAVED SURFACES.

MASONRYALL BRICKWORK TO BE IAW NCC VOL 2. PART 3.3MASONARY ACCESSORIES TO NCC VOL 2. PART 3.3.3WEATHER-PROOFING OF MASONRY TO NCC VOL 2. PART 3.3.4REFER TO ENGINEERS SPECIFICATIONS FOR ARTICULATION JOINT POSITIONAND DETAILS.APPROVED GALVINISED TIES AT 600X600MM cts. AND 300MM ctsWALLS TO HAVE A CONTINUOUS CLEAN CAVITY.BRICK PERIMETER WALLS UNDER TIMBER FLOORS TO HAVE VENTS 6000M2PER METRE LENGTH OF EXTERNAL WALL, WITH VENTS NOT MORE THAN600mm FROM CORNERS.WEEP HOLES ABOVE DPC LAYER 480MM cts MAX.

FOUNDATION AND SLABFOOTINGS, FOUNDATION & SLAB TO BE STRICTLY TO STRUCTURAL ENGINEERSDESIGNS AND SPECIFICATIONS.

ALL CONCRETE PREPARATION INCLUDING EXCAVATIONS & PLACEMENT OFREINFORCEMENT IS TO BE INSPECTED AND APPROVED BY BUILDINGINSPECTOR AND/OR ENGINEER BEFORE ANY CONCRETE IS POURED.DAMP PROOF COURSE TO EXTEND 150MM ABOVE GROUND LEVEL.REFER TO SOIL REPORT FOR CLASSIFICATION.

STEEL WORKREFER TO ENGINEERS SPECIFICATION/DRAWINGS.

FITOUT SCHEDULE10mm PLASTERBOARD LINING TO WALLS AND CEILING WITH 90mm PLASTER CORNICE TOALL AREAS, UNLESS STATED OTHERWISE IN SPECIFICATION.CEILING PLASTER FITTED TO METAL FURRING CHANNEL AT 450crs.VILLABOARD TO WET AREAS TO MANUFACTURERS SPECS AND TO COMPLY WITH 3.8 OFTHE NCC VOL 2.ALL DOORS, WINDOWS, ARCHITRAVES, SKIRTING, WALL AND FLOOR SURFACES AND ALLFITTINGS AND FIXTURES AS PRESCRIBED IN SPECIFICATION.

ELECTRICALALL WIRING, LIGHTING, ELECTRICAL OUTLETS AND FIXTURES MUST BE INSTALLED BY ALICENSED PRACTITIONER.ALL LIGHTING AND ELECTRICAL FITTINGS AND FIXTURES AS PRESCRIBED BY OWNER ATTIME OF INSTALLATION.

WALL FRAMINGHARDWOOD MINIMUM STRESS GRADE F17, S3 STRENGTH GROUP J2 JOINTGROUP.SOFTWOOD MINIMUM STRESS GRADE MGP10,SD6 STRENGTH GROUP, JD4JOINT GROUP.ALL TIMBER FRAMING TO COMPLY WITH AS1684.2-2010, NCC VOL 2. PART3.4, ANY ENGINEERS DETAILS, MATERIAL SUPPLIERS SPECIFICATIONS ANDLOCAL COUNCIL REQUIREMENTS.ALL NUTS AND BOLTS TO BE PROVIDED WITH WASHER. BOLT HOLES TO BE2MM OVERSIZED IN UNSEASONED TIMBER. ALL EXTERNAL BOLTS, NUTS ANDWASHERS TO BE GALVANIZED.TIMBER STUDS:90X35 MPG 10 STRUC. PINE OR 90X35 F17 HWD AT 450crs.TOP AND BOTTOM PLATES AND NOGGINS:90X35 MPG STRUC. PINE OR 90X35 F17 HWD.WALL BRACING AND TIE-DOWN OF TIMBER CONSTRUCTION TO ENGINEER'SDETAILS.ROOF TRUSSES AT 900crs MAX. DESIGNED, INSTALLED AND BRACED IAWMANUFACTURES SPECIFICATIONS.

FASCIA, GUTTERS AND DOWNPIPESCOLORBOND METAL FASCIA, GUTTERING AND FLASHINGS INSTALLED IAWMANUFACTURERS SPECIFICATIONS.GUTTERS AND DOWNPIPES GENERALLY TO BE IAW NCC VOL 2. PART 3.5.2 & AS/NZS3500.3.2 & THE TASMANIAN PLUMBING CODE.EAVE GUTTERING TO HAVE CROSS SECTION AREA OF 6500MM2. BOX GUTTING TO HAVECROSS SECTION AREA OF 7900MM2.DOWNPIPES PAINTED TO CLIENTS REQUIREMENTS AND FIXED WITH WALL BRACKETS ATBEGINNING AT DOWNPIPE ELBOW, TO BE 90MM DIA AT MAX, 12,000CRS AND TO BEWITH IN 1200 OF INTERNAL GUTTER TO COMPLY WITH NCC VOL 2. PART3.5.2.4.DOWNPIPES MUST NOT SERVE OVER 12M OF GUTTER.LAP GUTTERING 75MM IN DIRECTION OF FLOW, RIVET & SEAL WITH AN APPROVEDSILICONE SEALANT.TAKE 150MM UNDER ROOF CLADDING AND TURN UP ON BOTH SIDES AND LAPPED150mm IN DIRECTION OF FLOW.

FIRE SAFETYGENERALLY TO BE IAW NCC VOL 2. PART 3.7SARKING TO HAVE A FLAMMABILITY INDEX LESS THAN 5.SMOKE ALARM INSTILLATION TO BE IAW NCC PART 3.7.2. LOCATIONS INDICATED ON THEELECTRICAL PLAN AND ARE TO BE INSTALLED ON CEILING 300mm AWAY FROM WALLJUNCTION.HEATING APPLIANCES GENERALLY TO BE IN COMPLIANCE WITH NCC 3.7.3 AND AS 2918.

CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREASDWELLING TO BE CONSTRUCTED IAW AS 3959,

FIRE DANGER INDEX (FDI) = 50 (1090K)

BUSHFIRE ATTACK LEVEL (BAL) = TBC

AIR MOVEMENTGENERALLY IAW NCC VOL 2. PART 3.12.4ROOF CAVITY MUST HAVE ADEQUATE VENTILATION TO PREVENT CONDENSATION BUILDUP, WITH IN ROOF SPACE. (ROUGHLY 1/2 OF SUBFLOOR VENTILATION)SUB-FLOOR TO BE VENILATED WITH PRYDA METAL VENTS 230X57(52 HOLES @ 11mm X 11mm) EVERY 1048mm ALONG WALL

SERVICESGENERALLY IAW 3.12.5.HOT WATER SUPPLY SYSTEM DESIGNED AND INSTALLED IAW AS/NZS 3500.

FACILITIESGENERALLY TO BE IAW NCC VOL 2. PART 3.8.3.SANITARY COMPARTMENT TO HAVE A MINIMUM 1200mm BETWEEN THE CLOSEST PANAND THE NEAREST PART OF THE DOOR. IF NOT, LIFT OFF HINGES ARE TO BE FITTED TOSWING DOORS TO BE IAW NCC VOL 2. PART 3.8.3.3. REFER TO PLAN FOR DETAIL.VENTILATION TO BE IAW NCC VOL 2. PART 3.8.5 OR AS 1668.2 FOR MECHANICALVENTILATION.EXHAUST FAN FOR BATHROOM/WC & KITCHEN TO BE VENTED TO VENTILATED ROOFSPACE OR OUTSIDE IF THE ROOF SPACE IS NON VENTILATED.MECHANICAL VENTILATION REQUIRED IN FIRST FLOOR WC TO COMPLY WITH NCC VOL 2.PART 3.8.5.3

BUILDING SEALINGGENERALLY TO BE IAW WITH NCC VOL 2.PART 3.12.3THE 6 STAR PROVISION ALLOWS UP TO 1% OF THE CEILING INSULATION AREA TO BE LOSTTO PENETRATIONS SUCH AS CEILING FANS AND RECESSED DOWN LIGHTS. IF THIS ISEXCEEDED, THE REMAINDER OF THE INSULATION MUST BE INCREASED BY 25% ANDUPWARDS DEPENDING ON ACTUAL PERCENTAGE OF PENETRATIONS.ROOF LIGHTS TO HABITABLE ROOMS TO BE FITTED WITH OPERABLE OR PERMANENTSEAL TO MINIMISE AIR LEAKAGE.EXTERNAL WINDOWS AND DOORS TO HABITABLE ROOMS/CONDITIONED SPACES TO BEFITTED WITH AIR SEAL TO RESTRICT AIR INFILTRATION.EXHAUST FANS TO HABITABLE ROOMS/ CONDITIONED SPACES TO BE FITTED WITH SELFCLOSING DAMPER OR FILTER.BUILDING ENVELOPE TO BE CONSTRUCTED TO MINIMISE AIR LEAKAGE, CONSTRUCTIONJOINTS AND JUNCTIONS OF ADJOINING, SKIRTING, ARCHITRAVES AND CORNICES.

16/17CONSTRUCTION

NOTESN.T.S.

6 - STAR ENERGY EFFICIENCY RATINGBUILDING FABRICGENERALLY IAW NCC 3.12.1BUILDING FABRIC INSULATION TO BE FITTED TO FORM A CONTINUOUSBARRIER TO ROOF/CEILING, WALLS AND FLOORS EXCEPT AROUNDSERVICES/FITTINGS (SEE BELOW - BUILDING SEALING).REFLECTIVE BUILDING MEMBRANE WITH MIN. 0.2 R VALUE, INSTALLED TOFORM 20MM AIRSPACE BETWEEN REFLECTIVE FACE AND EXTERNALLINING/CLADDING, FITTED CLOSELY UP TO PENETRATIONS/ OPENINGS,ADEQUATELY SUPPORTED AND JOINTS TO BE LAPPED MIN. 150MM.ANY SARKING MUST HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5.

BUILDING FABRIC TOTAL R-VALUE REQUIRED(ZONE 7)ROOF - TILES 4.3ROOF - METAL 4.3WALLS - BRICK VENEER 2.4WALLS - CAVITY BRICK 2.4WALLS- CEMENT OR METAL SHEET 2.4FLOOR-TIMBER (SUSPENDED & UNENCLOSED) 2.5FLOORS - CONCRETE (SUSPENDED & UNENCLOSED) 2.5FLOOR-TIMBER (SUSPENDED & ENCLOSED) 1.5FLOORS - CONCRETE (SUSPENDED & ENCLOSED) 1.5

OR ALTERNATIVELY AS SPECIFIED IN COMPLIANCE WITH BCA 2NDGENERATION ENERGY RATING SOFTWARE.

ENERGY EFFICIENCYGENERALLY IAW NCC VOL 2. PART 3.12CLIMATE ZONE 7 APPLICABLE TO TASMANIA (EXCLUDING ALPINE AREAS)

EXTERNAL DOORS AND WINDOWSGENERALLY GLAZING TO BE IAW AS 1288 & NCC VOL 2. PART 3.6INSTALLATION OF GLAZING TO BE IAW AS2047REFER TO WINDOW SCHEDULE FOR SIZES AND TYPES.EXTERNAL DOORS TO BE FITTED WITH WEATHER SEALS.ALL EXTERNAL DOORS TO BE SOLID CORE, INCLUDING GARAGE INTERNAL DOOR

TABLE 3.8.1.1 WATERPROOFING AND WATER RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS IN WET AREAS

VESSELS OR AREA WHERETHE FIXTURE IS INSTALLED

FLOORS AND HORIXONTALSURFACES

WALLS WALL JUNCTIONS AND JOINTS PENETRATIONS

ENCLOSED SHOWER WITH HOB WATERPROOF ENTIRE ENCLOSEDSHOWER AREA, INCLUDING HOB.

WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MM

ABOVE THE MAXIMUM RERAINED WATER LEVELWHICH EVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL

WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER

SIDE OF THE JUNCTION

WATERPROOF ALLPENETRATIONS

ENCLOSED SHOWERWITHOUT HOB

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING WATER

STOP

WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800MM ABOVE THE FINISHED FLOOR LEVEL




ENCLOSED SHOWERWITH STEP DOWN

WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING THE

STEP DOWN

WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MM

ABOVE THE MAXIMUM RETAINED WATER LEVELWHICHEVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAT 1800MM ABOVE THE FINISHED FLOOR LEVEL




ENCLOSED SHOWERWITH PREFORMED

SHOWER BASE

N/A WATER RESISTANT TO A HEIGHT OF NOT LESS THAT1800MM ABOVE THE FINISHED FLOOR LEVEL




UNENCLOSED SHOWERS WATERPROOF ENTIREUNENCLOSED SHOWER AREA

WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MMABOVE THE MAXIMUM RETAINED WATER LEVEL WITH

THE REMAINDER BEING WATER RESISTANT TO A HEIGHTOF NOT LESS THAT 1800MM ABOVE THE FINISHED

FLOOR LEVEL




AREAS OUTSIDE THE SHOWERAREA FOR CONCRETE AND

COMPRESSED FIBRE CEMENTSHEET FLOORING

WATER RESISTANT TOENTIRE FLOOR

N/A WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTAL

LEG MUST NOT BE LESS THAN 40MM

N/A

AREAS ADJACENT TO BATHS ANDSPAS FOR CONCRETE AND

COMPRESSED FIBRE CEMENTSHEET FLOORING

AREAS OUTSIDE THE SHOWERAREA FOR TIMBER FLOORS

INCLUDING PARTICLEBOARD,PLYWOOD AND OTHER TIMBERBASED FLOORING MATERIALS

WATER PROOF ENTIRE FLOOR N/A WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTAL

LEG MUST NOT BE LESS THAN 40MM

N/A

WATER RESISTANT TOENTIRE FLOOR

WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150MM ABOVE THE VESSEL AND EXPOSED SURFACES

BELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF THE BATH RNCLOSED WITH THE

FLOOR. WHERE THE LIP OF THE BATH ISSUPPORTED BY A HORIZONTAL SURFACE, THISAREA MUST BE WATERPROOF FOR SHOWERSOVER BATH AND WATER RESISTANT FOR ALL

OTHER CASES.

WATERPROOF ALL TAPAND SPOUT

PENETRATIONS WHERETHEY OCCUR IN A

HORIZONTAL SURFACE.

AREAS ADJACENT TO BATHS ANDSPAS FOR TIMBER FLOORS

INCLUDING PARTICLEBOARD,PLYWOOD AND OTHER TIMBERBASED FLOORING MATERIALS

WATER PROOF ENTIRE FLOOR WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150MM ABOVE THE VESSEL AND EXPOSED SURFACES

BELOW THE VESSEL LIP TO FLOOR LEVEL.

WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF THE BATH RNCLOSED WITH THE

FLOOR. WHERE THE LIP OF THE BATH ISSUPPORTED BY A HORIZONTAL SURFACE, THISAREA MUST BE WATERPROOF FOR SHOWERSOVER BATH AND WATER RESISTANT FOR ALL

OTHER CASES.



HORIZONTAL SURFACE.

WET AREASGENERALLY WET AREA WATERPROOFING TO BE IAW AS3740 AND NCC VOL 2. PART3.8.FLOOR SURFACE IN BATHROOMS, LAUNDRY AND ALFRESCO SURFACES ABOVEHABITABLE AREA, SHALL BE IMPERVIOUS TO PREVENT MOISTURE BETWEEN WALLSAND FLOORS TO BE FLASHED TO PREVENT MOISTURE PENETRATION OF WALLS.WATERPROOFING OF SURFACES ADJACENT TO OPEN SHOWER, INCLUDINGSHOWER OVER BATH, TO EXTEND 1.5 FROM A VERTICAL LINE PROJECTED FROMSHOWER ROSE, TO A HEIGHT 1.8 ABOVE FINISHED FLOOR.WALL SURFACES ADJACENT TO A PLUMBING FIXTURES, BATH ETC, TO BEPROTECTED TO A HEIGHT OF 1500 ABOVE FIXTURE.WALL TILES OR SIMILAR USED AS A SPLASH BACK MINIMUM OF 150mm HIGH ATVANITY AND BATH.

INSERTED BATHS N/A FOR FLOOR UNDER BATH.WATERPROOF ENTURE SHELF

AREA, INCORPORATINGWATERSTOP UNDER THE BATH LIP

AND PROJECT NOTLESS THAN5MM ABOVE THE TILE SURFACE

N/A FOR WALL UNDER BATH. WATERPROOF TO NOTLESS THAT 150MM ABOVE THE LIP OF THE BATH.

N/A FOR WALL UNDER BATH WATERPROOF ALL TAPAND SPOUT


HORIZONTAL SURFACE.

WALLS ADJOINING OTHERVESSELS (E.G. SINKS, LAUNDRY

TUBS AND BASINS

N/A WATER RESISTANT TO A HEIGHT OF NOT LESS THAT150MM ABOVE THE VESSEL IF THE VESSEL IS WITHIN

75MM OF THE WALL.

WHERE THE VESSEL IS FIXED TO A WALL,WATERPROOF EDGES FOR EXTENT OF VESSEL



HORIZONTAL SURFACE.

LAUNDRIED AND WCs WATER RESISTANT TO ENTIREFLOOR

WATERPROOF ALL WALL/FLOOR JUNCTIONS TO NOTLESS THAN 25MM ABOVE THE FINISHED FLOOR LEVEL,

SEALED TO FLOOR.WATERPROOF ALL WALL/FLOOR JUNCTIONS,

WHERE A FLASHING IS USED THE HORIZONTALLEG MUST BE NOT LESS THAT 40MM

N/A

ROOF AND WALL CLADDINGGENERALLY IAW NCC VOL 2. PART 3.5ANY EXTERNAL TIMBER, TREADED PINE AND WESTERN CEDAR CLADDING TOBE FIXED IAW MANUFACTURERS SPECIFICATION.VAPOUR PERMEABLE SARKING TO BE PROVIDED AS PER DETAILS.WALL CLADDING TO BE IAW NCC VOL 2. PART 3.5.3 & MANUFACTURERSSPECIFICATIONS.FLASHINGS TO NCC VOL 2. PART 3.5.3.6.ROOF CLADDING TO BE INSTALLED STRICTLY IAW MANUFACTURESSPECIFICATIONS IAW NCC VOL 2. PART 3.5.1.3 AS 1562.1.

Client/s:

Site Address:



SIGNATURE:

SIGNATURE:

DATE:

DATE:

DESIGNER

DRAWN

CHECKED

M.L.

L.S13/12/2018 FOR DAR1

M.L.

JOB NUMBER BSH106

DRAWING

SCALE (@A2)


PH. 6344 7319ABN. 71 615 812 747




N6,000

5,680

230 5,540 230

1,190

3,300

1,190

17-A

17-A

CARPORT(CONCRETE)

DP

300x85 GL18C OVER

300x85 GL18C OVER

240x

45 M

PG12

OV

ER

240x

45 M

PG12

OV

ER

2,100

600

FFL


DOUBLE BRICK FIN

2,100

600

FFL

U/S BEAM

COLORBOND FASCIA & GUTTER

DOUBLE BRICK FIN



2,100

600

FFL


DOUBLE BRICK FIN

2,100

600

FFL


DOUBLE BRICK FIN

75x35 MGP12 TP. BATTENSAT 600Crs

290x45 hySPAN+ RAFTERS,MAX 900 Crs

20 RO

OF

PITC

H

FALL

VAPOUR PERMEABLE SARKINGDIRECTLY UNDER BATTENS

DP GUTTER

VAPOUR PERMEABLE SARKINGDIRECTLY UNDER 75x35 MGP12 T.P

BATTENS @ 600Crs

290x45 hySPAN+ RAFTER@ 900 MAX SPACINGS

90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs ANDNOGS AT 1200 VERTICAL Crs20

COLORBOND GUTTER

TRIMDECK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS

EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH300x85 GL18C BEAM

300x85 GL18C BEAM

RAFT SLABAS PER ENGINEERS DETAILS

COMPACT GRAVEL BASE

17/17CARPORTPLANS VAR.

EASTERN ELEVATION1:100

WESTERN ELEVATION1:100

NORTHERN ELEVATION1:100

SOUTHERN ELEVATION1:100

FLOOR PLAN1:100

ROOF PLAN1:100

SECTION 17 A-A1:50

FOLIO PLANRECORDER OF TITLES

Issued Pursuant to the Land Titles Act 1980

Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01

Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 5

SEARCH DATE : 16-Nov-2018SEARCH TIME : 07.51 AM

DESCRIPTION OF LAND Parish of CARRICK Land District of WESTMORLAND Lot 13 on Sealed Plan 173727 Derivation : Part of Lot 53, 500 Acres Gtd. to William Bryan Prior CT 173387/1

SCHEDULE 1 M654021 TRANSFER to MARSHALL CONNLEY ANDERSON and ELIZABETH JEAN GIBB Registered 17-Nov-2017 at noon

SCHEDULE 2 Reservations and conditions in the Crown Grant if any SP111028 SEWERAGE AND/OR DRAINAGE RESTRICTION SP117289 COUNCIL NOTIFICATION under Section 83(5) of the Local Government (Building and Miscellaneous Provisions) Act 1993. B189253 PROCLAMATION under Section 9A and 52A of the Roads and Jetties Act 1935 Registered 03-Jun-1988 at noon E111917 MORTGAGE to National Australia Bank Limited Registered 17-Nov-2017 at 12.01 PM

UNREGISTERED DEALINGS AND NOTATIONS No unregistered dealings or other notations

SEARCH OF TORRENS TITLE

VOLUME

173727FOLIO

13

EDITION

2DATE OF ISSUE

17-Nov-2017

RESULT OF SEARCHRECORDER OF TITLES



SCHEDULE OF EASEMENTSRECORDER OF TITLES




APPLICATION FORMPLANNING Land Use Planning and Approvals Act 1993

Application form & details MUST be completed IN FULL.

Incomplete forms will not be accepted and may delay processing and issue of any Permits.

OFFICE USE ONLY

Property No: Assessment No: - -

DA\ \ PA\ \

Is your application the result of an illegal building work? Yes No Indicate by box

Is a new vehicle access or crossover required? Yes No

PROPERTY DETAILS:

Address: Certificate of Title:

Suburb: Lot No:

Land area: m2 / ha

Present use of land/building:

(vacant, residential, rural, industrial, commercial or forestry)

Does the application involve Crown Land or Private access via a Crown Access Licence: Yes No

Heritage Listed Property: Yes No

DETAILS OF USE OR DEVELOPMENT:

Indicate by box Building work Change of use Subdivision

Forestry Demolition

Other

Total cost of development (inclusive of GST): $ Includes total cost of building work, landscaping, road works and infrastructure

Description of work:

Use of building:

(main use of proposed building – dwelling, garage, farm building, factory, office, shop)

New floor area: m2 New building height: m

Materials: External walls: Colour:

Roof cladding: Colour:

PROPOSED DWELLING

RESIDENTIAL

VACANT

106 BISHOPSBOURNE ROAD

3.887

173727/13

CARRICK 7291

298.16 4.150

BRICK, RAMMED EARTH & TIMBER TBC

TRIMDEK TBC

500,000

drawing # drawing - meander.tas.gov.au · drawing scale (@a2) mitchell lloyd drawing acc # cc6320...

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