DEVELOPMENT APPLICATION · In addition to the Application Form(s), Certificate of Title(s) and any...

DEVELOPMENT APPLICATIONPDPLANPMTD-2019/006056

APPLICANT: Prime Design

PROPOSAL: 2 Multiple Dwellings

LOCATION: 194 Cambridge Road, WARRANE

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 06 May 2020

In addition to the Application Form(s), Certificate of Title(s) and any associated consent documents the following information is available on request:

Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park, during normal office hours until 06 May 2020.

Any person may make representations about the application to the General Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to [email protected]. Representations must be received by Council on or before 06 May 2020. To enable Council to contact you if necessary, would you please also include a day time contact number in any correspondence you may forward.

Inspection at council offices: In response to the Covid-19 pandemic, council has enacted its Business Continuity and Recovery Plan. Council has closed its office at 38 Bligh Street, Rosny Park to the general public. If you wish to view the above application(s) other than via Council’s website, please phone City Planning on ph: (03) 6217 9550 to make an appointment time to attend the council office.

Any personal information submitted is covered by Council’s privacy policy, available at www.ccc.tas.gov.au or at the Council offices.

mailto:[email protected]

http://www.ccc.tas.gov.au/

BUILDING DRAWINGS

No DRAWING

01 SITE PLAN

02 SITE DRAINAGE PLAN

03 STAGING PLAN

04 TURNING CIRCLES

05 TURNING CIRCLES

06 SOIL & WATER MANAGEMENT PLAN

07 SUN SHADOW DIAGARAMS

U2 DECK AREA 13.74 m2 ( 1.48 SQUARES )

U2 FIRST FLOOR AREA 56.68 m2 ( 6.09 SQUARES )

U2 GARAGE FLOOR AREA 74.38 m2 ( 8.00 SQUARES )

U2 GROUND FLOOR AREA 57.79 m2 ( 6.21 SQUARES )

407.84 43.85




U1 GROUND FLOOR AREA 57.62 m2 ( 6.20 SQUARES )p(h)+

Accredited Building Practitioner: Frank Geskus -No CC246A

160 New Town Road, New Town, Hobart 7008

info@ primedesigntas.com.au primedesigntas.com.au 03 6228 4575

p(l) + 10 Goodman Court , Invermay Launceston 7248

03 6332 3790

APRIL 2020

PROPOSED NEW UNITS194 CAMBRIDGE ROADWARRANE

PLANNING

R. MURPHYPDH19039

U1 BUILDING DRAWINGS

No DRAWING

U1-01 GROUND FLOOR PLAN

U1-02 FIRST FLOOR PLAN

U1-03 DOOR AND WINDOW SCHEDULES

U1-04 ELEVATIONS

U1-05 ELEVATIONS

U1-06 ROOF PLAN

U1-07 PERSPECTIVES

U2 BUILDING DRAWINGS

No DRAWING

U2-01 GROUND FLOOR PLAN

U2-02 FIRST FLOOR PLAN

U2-03 DOOR & WINDOW SCHEDULES

U2-04 ELEVATIONS

U2-05 ELEVATIONS

U2-06 ROOF PLAN

U2-07 PERSPECTIVES

55

56

57

58

59

60

57

56

59

58

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

ELEC. O/HEAD

COMMS. O/HEAD

ELEC. O

/HEAD

COMMS. O

/HEAD

ELEC. O/H

EAD

WATER

CONN.

COMMS.

PIT

ELEC.

POLE

FIRE

PLUG

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

COMMS.

PIT DATUM

BENCH MARK

R/SET IN BITUMEN

RL 59.56

BENCH MARK

SPIKE

RL 55.57DRAIN

AGE

EASE

MEN

T 1.8

2m W

IDE

NEIGHBOURING

SHED

EX. RESIDENCE

TO BE DEMOLISHED

BENCH MARK

SPIKE

RL 59.59

SEWER MANHOLE & MAIN

AS PER INFSTRUCTURE

RECORDS

EX. SHED

EX.

SHED

BITUM

EN E

DGE

KERB E

DGE

2926

3917

4380

1422

6996

6020

UNIT 1

UNIT 2

6000

5500

P.O.S.

P.O.S.

5194

U1 P1

U1 P2

U2 P1

U2 P2

9959

NEW PRIVATE

POWER POLE TO

UNDERGROUND

CONNECTION

REMOVE DISUSED

CROSSOVER

PROPOSED 6m

WIDE CROSSOVER

PROPOSED DN32 (I.D. 25) HDPE

(PE100) SDR11 PN16 WITH 2x 20mm

WATER METERS ON A MANIFOLD.

INSTALLED BY TASWATER AT

DEVELOPERS COST.

6090

350

L.B.

FENCE

G.T.

FENCE

FENCE

GT

84m2

3064

1625

157m2

VISITOR

FENCE

FENCE

FENCE

BIN

S

BIN

S

3414

1583

NEIG

HBOUR

ING S

HED

Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

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Accredited building practitioner: Frank Geskus -No CC246A

10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au

Project:

Client name:

Drafted by: Approved by:

1 : 250

SITE PLAN

PDH19039 -01

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

1 : 250

SITE PLAN

GENERAL NOTES

• CHECK & VERIFY ALL DIMENSIONS & LEVELS ON SITE

• WRITTEN DIMENSIONS TO TAKE PREFERENCE OVER SCALED

• ALL WORK TO BE STRICTLY IN ACCORDANCE WITH NCC, ALL

S.A.A.. CODES & LOCAL AUTHORITY BY-LAWS

• ALL DIMENSIONS INDICATED ARE FRAME TO FRAME AND DO NOT

ALLOW FOR WALL LININGS

• CONFIRM ALL FLOOR AREAS

• ALL PLUMBING WORKS TO BE STRICTLY IN ACCORDANCE WITH

A.S. 3500 & APPROVED BY COUNCIL INSPECTOR

• BUILDER/PLUMBER TO ENSURE ADEQUATE FALL TO SITE

CONNECTION POINTS IN ACCORDANCE WITH A.S. 3500 FOR

STORMWATER AND SEWER BEFORE CONSTRUCTION COMMENCES

• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE

ENGINEER'S STRUCTURAL DRAWINGS

• ALL WINDOWS AND GLAZING TO COMPLY WITH A.S. 1288 & A.S.

2047

• ALL SET OUT OF BUILDINGS & STRUCTURES TO BE CARRIED OUT

BY A REGISTERED LAND SURVEYOR AND CHECKED PRIOR TO

CONSTRUCTION

• IF CONSTRUCTION OF THE DESIGN IN THIS SET OF DRAWINGS

DIFFER FROM THE DESIGN AND DETAIL IN THESE AND ANY

ASSOCIATED DOCUMENTS BUILDER AND OWNER ARE TO NOTIFY

DESIGNER

• BUILDER'S RESPONSIBILITY TO COMPLY WITH ALL PLANNING

CONDITIONS

• BUILDER TO HAVE STAMPED BUILDING APPROVAL DRAWINGS AND

PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION

• CONSTRUCTION TO COMPLY WITH AS 3959, READ IN CONJUNCTION

WITH BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT REPORT.

SITE DETAIL

HORIZONTAL DATUM IS ARBITRARY

VERTICAL DATUM IS ARBITRARY

WARNINGS:

THE DETAIL SHOWN / RECORDED

• MAY ONLY BE CORRECT AT THE DATE OF SURVEY.

• IS NOT A COMPLETE REPRESENTATION OF ALL SURFACE AND

UNDERGROUND DETAIL.

• SHOULD ONLY BE USED FOR THE PURPOSES INTENDED.

THE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AS INDICATED BY SURFACE FEATURES.

PRIOR TO ANY CONSTRUCTION REFER TO RELEVANT AUTHORITIES

FOR DETAILED LOCATION OF ALL SERVICES.

CONTOUR INTERVAL 0.20m

55

56

57

58

59

60

57

56

59

58

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

ELEC. O/HEAD

COMMS. O/HEAD

ELEC. O

/HEAD

COMMS. O

/HEAD

ELEC. O/H

EAD

REMOVE

WATER

CONN.

COMMS.

PIT

ELEC.

POLE

FIRE

PLUG

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

COMMS.

PIT DATUM

BENCH MARK

R/SET IN BITUMEN

RL 59.56

BENCH MARK

SPIKE

RL 55.57

NEIGHBOURING

SHED

BENCH MARK

SPIKE

RL 59.59


AS PER INFSTRUCTURE

RECORDS

EX. SHED

BITUM

EN E

DGE

KERB E

DGE

UNIT 1

UNIT 2

REMOVE DISUSED

CROSSOVER

PROPOSED DN32 (I.D. 25) HDPE

(PE100) SDR11 PN16 WITH 2x 20mm

WATER METERS ON A MANIFOLD.

INSTALLED BY TASWATER AT

DEVELOPERS COST.

6090

350

FENCE

G.T.

FENCE

FENCE

PIT

PIT

G.T.

FALL

FALL

FALL

FALL

STORMWATER

CONNECTION TBC

RWT

RWT

ALL STORMWATER CONNECTS TO 2m3

IN-GROUND STORMWATER DETENTION

SYSTEM TO ENGINEERS

SPECIFICATIONS. FULL ENGINEEIRNG

DESIGN TO BE SUPPLIED WITH

BUILDING AND PLUMBING APPLICATION

LEGEND

PLUMBING NOTES:

ALL DRAINAGE WORK SHOWN IS PROVISIONAL

ONLY AND IS SUBJECT TO AMENDMENT TO

COMPLY WITH THE REQUIREMENTS OF THE LOCAL

AUTHORITIES.

ALL WORK IS TO COMPLY WITH THE

REQUIREMENTS

OF AS 3500 & THE TASMANIAN PLUMBING CODE.

AND MUST BE CARRIED OUT BY A LICENCED

TRADESMAN ONLY.

EACH UNIT TO BE FITTED WITH 5000L WATER

TANK WITH TRICKLE OVERFLOW HALFWAY UP .

TANK CONNECTED TO STORMWATER

DETENTION TANK.

450x450 SURFACE DRAINAGE PITPIT

GRATED TRENCHG.T.

RWTRAINWATER TANK

3.34m L x 1.06m D x 2.1m H

Scale:

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Date:

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Project:

Client name:


1 : 250

SITE DRAINAGE PLAN

PDH19039 -02

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

1 : 250

SITE DRAINAGE PLAN

55

56

57

58

59

60

57

56

59

58

LEGEND

STAGE 1

• CONSTRCT UNIT 2

• ACCESS TO UNIT 2 VIA EXSTING

DRIVEWAY. FOR CONSTRUCTION

VEHICLES ONLY

STAGE 2

• VACATE EXISTING RESIDENCE

• DEMOLISH EXISTING RESIDENCE

• CONSTRUCT DRIVEWAY

• CONSTRUCT UNIT 1

• COMPLETE STRATA @ END

Scale:

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Project:

Client name:


1 : 250

STAGING PLAN

PDH19039 -03

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

55

56

57

58

59

60

57

56

59

58

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

DRAIN

AGE

EASE

MEN

T 1.8

2m W

IDE

NEIGHBOURING

SHED

6000

5500

Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

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Project:

Client name:


1 : 250

TURNING CIRCLES

PDH19039 -04

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

1 : 250

TURNING CIRCLES - OUTWARD

55

56

57

58

59

60

57

56

59

58

55

56

57

58

59

60

57

56

59

58

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

DRAIN

AGE

EASE

MEN

T 1.8

2m W

IDE

NEIGHBOURING

SHED

6000

5500

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

DRAIN

AGE

EASE

MEN

T 1.8

2m W

IDE

NEIGHBOURING

SHED

6000

5500

Scale:

Revision:

Date:

Project/Drawing no:

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Project:

Client name:


1 : 250

TURNING CIRCLES

PDH19039 -05

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

1 : 250

TURNING CIRCLES - VISITOR INWARD1 : 250

TURNING CIRCLES - VISITOR OUTWARD

55

56

57

58

59

60

57

56

59

58

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

BOUN

DARY 4

2.70 m

ELEC. O

/HEAD

COMMS. O

/HEAD

ELEC. O/H

EAD

COMMS.

PIT

ELEC.

POLE

FIRE

PLUG

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

DATUM

BENCH MARK

R/SET IN BITUMEN

RL 59.56

DRAIN

AGE

EASE

MEN

T 1.8

2m W

IDE

NEIGHBOURING

SHED

BENCH MARK

SPIKE

RL 59.59


AS PER INFSTRUCTURE

RECORDS

BITUM

EN E

DGE

KERB E

DGE

EX. D

RIV

EWAY

SILT STOP

TYPE 1SEDIMENT FENCE TO

STOP SOIL GOING

INTO SEWER

CONNECTION

SITE ACCESS FOR

CONSTRUCTION

MATERIAL

STOCKPILE

CONTRACTOR

PARKING

NO PARKING AREA

TEMPORARY PARKING

FOR EX. HOUSE DURING

STAGE 1 WORKS

TURNI

NG B

AY

CONTRACTI

NG

NATURALSURFACE

20

010

0

150

GEOTEXTILE FILTER FABRIC

(WIDTH OF MATERIAL 850mm)

STAR DROPPING

(2m SPACING)

POST ATTACHEMENT

BELT

20

BACKFILL WITH MATERIAL

EXCAVATED FROM TRENCH

NATURALSURFACE

200

GEOTEXTILE FILTER FABRIC

(WIDTH OF MATERIAL 850mm

TO BE SUITABILY FIXED)EXISTING FENCE

20

0

NOMINAL 25mm AGGREGATE

SILT STOP TYPE 1 SILT STOP TYPE 2TEMPORARY FENCE EXISTING FENCE

1000 400 STRAW BALE DIMENSIONS

1000x450x350 (APPROX.)

NATURAL GROUND50

40

0

NOTE:

STRAW BALES ENTRENCHED

TO 50mm DEPTH PINNED BY 20mm x 20mm

TIMBER STAKES

STRAW BALE SEDIMENT

TRAP SECTION DETAILS

TIMBER STAKE

NTS

Scale:

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Project:

Client name:


As indicated

SOIL & WATER MANAGEMENTPLAN

PDH19039 -06

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.

1 : 250

SOIL & WATER MANAGEMENT PLAN - STAGE 1

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

SHED

UNIT 1

UNIT 2

P.O.S.

P.O.S.

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

SHED

UNIT 1

UNIT 2

P.O.S.

P.O.S.

CAMBR

IDGE

ROAD

BOUN

DARY 4

2.70 m

BOUN

DAR

Y 20.7

3 m

BOUN

DARY 4

1.93 m

BOUN

DARY 17

.68

m

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

RESIDENCE

NEIGHBOURING

SHED

UNIT 1

UNIT 2

P.O.S.

P.O.S.


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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Client name:



1 : 500

ApproverAuthor

SUN SHADOW DIAGARAMS

PDH19039 -07

01.04.2020


PLANNING

R. MURPHY

02

1 : 500

SHADOW DIAGRAM - 21ST JUNE @ 3PM

1 : 500

SHADOW DIAGRAM - 21ST JUNE @ 9AM1 : 500

SHADOW DIAGRAM - 21ST JUNE @ 12PM

240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

COLUMNCOL

GLASS SCREENG.S.

FW

BED 1 BED 2WIR

WIR

BATH

ENS.HALL

ENTR

Y

GARAGE

L'D

RY

330

019

20

2690

2810

2810

100

060

00

100

06440

40

90

3540 2230 6540

3100 1700 6100

11530

11700 610

12310

DECK ABOVE

700

1900 1110

BED 3

WIR

P'WDR

2490

4010 1400 1400 3980

2870

80

0

800

FW

5.4W X 2.1H PANEL

LIFT DOOR

BATH

SHR

VANITY

W/C

BSN

W/C

SHR W/C

BSNG.S.

CSD

UP

W/M

TR

COL

COL

COL

COL

LINEN

180

017

00

W1

W2 W3

W4

W8

8

7

6

4

3 21

5

9

UP

RWT


Scale:

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1 : 100

A.C.M.D.D.H.

GROUND FLOOR PLAN

PDH19039 -U1-01

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

NOTE:

FLOOR AREAS INCLUDE TO EXTERNAL FACE OF

BUILDING AND GARAGE, UNLESS OTHERWISE STATED.

DECKS AND OUTDOOR AREAS ARE CALCULATED

SEPARATELY.

1 : 100

U1 GROUND FLOOR PLAN U1 GROUND FLOOR AREA 57.62 m2 ( 6.20 SQUARES )




205.25 22.07

40

00

11260

40

00

3320 2670 5710

1310

60

00

290

0

11700

4310

30

0016

00

LIVING

KIT

CHEN

PANTRY

DIN

ING

DECK

290

0

3100 1200 1200

11700

10210

UP

FR

SHELVES

H/P

SIN

K

OHC

TV

DW

S/D

B'B

AR

CSD

10

W9 W10 W11 W12

W13

1.8m

HIG

H S

CR

EEN

UP

BALUSTRADE

BALUSTRADE

BALUSTR

AD

E

240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

COLUMNCOL

GLASS SCREENG.S.

FW

1 : 100

U1 FIRST FLOOR PLAN


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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Client name:



1 : 100

A.C.M.D.D.H.

FIRST FLOOR PLAN

PDH19039 -U1-02

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

NOTE:




SEPARATELY.





205.25 22.07

ALUMINIUM WINDOWS DOUBLE GLAZING COMPLETE

WITH FLY SCREENS TO SUIT ??? BAL RATING.

ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITE

PRIOR TO ORDERING

U1 DOOR SCHEDULE

MARK WIDTH TYPE REMARKS

1 820 CAVITY SLIDING DOOR

2 820 INTERNAL TIMBER DOOR



5 820 ROBE DOOR



8 920 EXTERNAL SOLID DOOR



U1 WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS

W1 900 1510 AWNING WINDOW






W10 2100 3010




Scale:

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Project:

Client name:


DOOR AND WINDOWSCHEDULES

PDH19039 -U1-03

01.04.2020

PLANNING

02


R. MURPHY

A.C.M.D.D.H.UNIT 1

GROUND FLOOR58100

FLOOR

CEILING

CEILING

240

0240

0

GROUND FLOOR58100

FIRST FLOOR60900

CEILING

CEILING

240

0240

0

W12 W11 W10

22.5°

W9

W2W3

GROUND FLOOR58100

FIRST FLOOR60900

CEILING

CEILING

240

0240

0GARAGE FLOOR59500

CEILING

240

0

W4

W13

22.5°

B'D

RY

E.S.L.

F.S.L.

F.S.L.

FENC

E

1 : 100

U1 NORTH WESTERN ELEVATION

1 : 100

U1 NORTH EASTERN ELEVATION


Scale:

Revision:

Date:

Project/Drawing no:

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Client name:



1 : 100

A.C.M.D.D.H.

ELEVATIONS

PDH19039 -U1-04

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

EXISTING SURFACE LEVEL (E.S.L.)

FINISHED SURFACE LEVEL (F.S.L.)

ROOF FRAMING

PREFABRICATED ROOF TRUSSES

@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING

COLORBOND CUSTOM ORB

TO CLIENTS SPECS.

DOORS AND WINDOWS TO BE

SEALED IN ACCORDANCE WITH

NCC 2019 PART 2 3.12.3

LANDSCAPE RETAINING WALL

INSTALL PER MANUFACTURERS SPEC.

TIMBER DECK

TEXTURE COATED BLOCKWORK

CONCRETE BLOCK

FLUSH JOINTS, STRETCHER BOND

REFER ENGINEER FOR

ARTICULATION JOINTS

ALL MASONRY TO COMPLY

WITH NCC 2019 PART 3.3

GROUND FLOOR58100

FIRST FLOOR60900

CEILING

CEILING

240

0240

0 GARAGE FLOOR59500

CEILING

W1

22.5°

E.S.L.F.S.L.

FENC

E

GARAGE FLOOR59500

CEILING

22.5°

240

0

W8

E.S.L.

F.S.L.

1 : 100

U1 SOUTH WESTERN ELEVATION

1 : 100

U1 SOUTH EASTERN ELEVATION


Scale:

Revision:

Date:

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Drawing:

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1 : 100

A.C.M.D.D.H.

ELEVATIONS

PDH19039 -U1-05

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

ROOF FRAMING


@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING


TO CLIENTS SPECS.



NCC 2019 PART 2 3.12.3

PANEL LIFT DOOR 5400 WIDE x 2100

HIGH CLADDING PANELS TO CLIENTS

SPEC FIXED IN ACCORDANCE WITH

MANUFACTURERS SPEC

SCYON AXON INSTALL AND COAT TO

MANUFACTURERS SPECIFICATIONS.

LANDSCAPE RETAINING WALL

INSTALL PER MANUFACTURERS SPEC.

TIMBER DECK


CONCRETE BLOCK


REFER ENGINEER FOR

ARTICULATION JOINTS



RIDGE

RIDGE

HIP

HIP

VALL

EY

HIP

HIP

HIP

VALLEY

HIP

HIP

HIPH

IP

RID

GE

VALLEY

RID

GE

22.5° FALL

22.5

° FALL

22.5° FALL

22.5

° FALL

22.5° FALL

22.5

° FALL

22.5

° FALL

22.5° FALL

22.5

°

22.5°

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

BOX GUTTER

PARAPET PAR

APET


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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1 : 100

A.C.M.D.D.H.

ROOF PLAN

PDH19039 -U1-06

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

1 : 100

U1 ROOF PLAN


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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A.C.M.D.D.H.

PERSPECTIVES

PDH19039 -U1-07

01.04.2020


PLANNING

R. MURPHY

02

UNIT 1

BED 1 BED 2WIR WIR

BATH

ENS.HALL

ENTR

Y

GARAGE

L'D

RY

330

019

20

2690

2810

4020

2810

100

060

00

100

06440

40

90

3540 2230 6540

3100

2490

6100

11530

11740 570

12310

DECK ABOVE

140014004010

BED 3

WIR

PWDR

5.4W X 2.1H PANEL

LIFT DOORW/M

TR

W/C

BSN

SHR

BATH

VANITY

W/C

UP

SHR

BSN

W/C

CSD

G.S.

180

017

00

2830

LINEN

80

0

80

0

FW

11101900

1700 700

COL C

OL

COL

COL

COL

123

4

5

6

7

8

9

W1

W2 W3

W4

W5

UP

RWT

240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

COLUMNCOL

GLASS SCREENG.S.

FW


Scale:

Revision:

Date:

Project/Drawing no:

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1 : 100

A.C.M.D.D.H.

GROUND FLOOR PLAN

PDH19039 -U2-01

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

1 : 100

U2 GROUND FLOOR PLAN

NOTE:




SEPARATELY.





202.59 21.78

40

00

11300

40

00

511

0

1310

60

00

1020

4310

30

0016

00

LIVING

KIT

CHEN

PANTRY

DIN

ING DEC

K

11740 2700

3320 2670 5750 2700

14440

8330

3100 2490

S/D

FR

SHELVES

H/P

SIN

K

OHC

B'B

AR

CSD

DW

UP

TV

10

W6 W7 W8

W9

UP

1.8m HIGH SCREEN

BAL

BAL

240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

COLUMNCOL

GLASS SCREENG.S.

FW


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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1 : 100

A.C.M.D.D.H.

FIRST FLOOR PLAN

PDH19039 -U2-02

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

NOTE:




SEPARATELY.





202.59 21.78

1 : 100

U2 FIRST FLOOR PLAN


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

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A.C.M.D.D.H.

DOOR & WINDOW SCHEDULES

PDH19039 -U2-03

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

U2 DOOR SCHEDULE

MARK WIDTH TYPE REMARKS





5 820 ROBE DOOR



8 920 EXTERNAL SOLID DOOR



U2 WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS









W9 2100 3010

ALUMINIUM WINDOWS DOUBLE GLAZING COMPLETE

WITH FLY SCREENS TO SUIT ??? BAL RATING.

ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITE

PRIOR TO ORDERING

GROUND FLOOR55500

FIRST FLOOR58300

CEILING

CEILING

240

0240

0

22.5°

W8 W7 W6

W2W3

F.S.L.

E.S.L.

GROUND FLOOR55500

FIRST FLOOR58300

CEILING

CEILING

240

0240

0GARAGE FLOOR56900

CEILING

240

0

W9

W4

22.5°

F.S.L.

E.S.L.


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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1 : 100

A.C.M.D.D.H.

ELEVATIONS

PDH19039 -U2-04

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

1 : 100

U2 NORTH WESTERN ELEVATION

1 : 100

U2 NORTH EASTERN ELEVATION

ROOF FRAMING


@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING


TO CLIENTS SPECS.



NCC 2019 PART 2 3.12.3

TIMBER DECK


CONCRETE BLOCK


REFER ENGINEER FOR

ARTICULATION JOINTS



GROUND FLOOR55500

FIRST FLOOR58300

CEILING

CEILING

240

0240

0 GARAGE FLOOR56900

CEILING

22.5°

240

0

W1

E.S.L. F.S.L.

GARAGE FLOOR56900

CEILING

240

0

W5

22.5°

F.S.L.

E.S.L.


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

NO

TE

: D

O N

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SC

AL

E O

FF

DR

AW

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Client name:



1 : 100

A.C.M.D.D.H.

ELEVATIONS

PDH19039 -U2-05

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

1 : 100

U2 SOUTH WESTERN ELEVATION

1 : 100

U2 SOUTH EASTERN ELEVATION

ROOF FRAMING


@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING


TO CLIENTS SPECS.



NCC 2019 PART 2 3.12.3

PANEL LIFT DOOR 5400 WIDE x 2100

HIGH CLADDING PANELS TO CLIENTS

SPEC FIXED IN ACCORDANCE WITH

MANUFACTURERS SPECSCYON AXON INSTALL AND COAT TO

MANUFACTURERS SPECIFICATIONS.

TIMBER DECK


CONCRETE BLOCK


REFER ENGINEER FOR

ARTICULATION JOINTS



22.5° FALL22.5

° FALL

22.5° FALL

22.5

° FALL

22.5° FALL

22.5

° FALL

22.5

° FALL

22.5° FALL

22.5

°

22.5°

RIDGE

RIDGE

HIP

HIP

VALL

EY

HIP

HIP

HIP

VALLEY

HIP

HIP

HIP

HIP

RID

GE

VALLEY

RID

GE

GUTTER

GUTTER G

UTTER

GUTTER

GUTTER

GUTTER

GUTTER

PARAPET PAR

APET

BOX GUTTER


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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Client name:



1 : 100

A.C.M.D.D.H.

ROOF PLAN

PDH19039 -U2-06

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

1 : 100

U2 ROOF PLAN


Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

NO

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O N

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DR

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Client name:



A.C.M.D.D.H.

PERSPECTIVES

PDH19039 -U2-07

01.04.2020


PLANNING

R. MURPHY

02

UNIT 2

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