development application - ccc.tas.gov.au · 2 9 28 2 7 2 9 30 29 31 b o u n d a r y 4 1. 4 0 i m b...

DEVELOPMENT APPLICATION

PDPLANPMTD-2020/011157

APPLICANT: Prime Design

PROPOSAL: 2 Multiple Dwellings (1 existing + 1 new)

LOCATION: 9 Bass Street, Warrane

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 19 October 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 19 October 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

19 October 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.

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

DRAWING

01 SITE PLAN

02 LOCALITY PLAN

03 GROUND FLOOR PLAN

04 EXISTING FLOOR PLAN

05 DOOR AND WINDOW SCHEDULES

06 ELEVATIONS

07 ELEVATIONS

08 ELEVATIONS

09 ROOF PLAN

10 PERSPECTIVES

11 SITE DRAINAGE PLAN

12 ELECTRICAL/REFLECTED CEILING PLAN

13 GROUND FLOOR PLUMBING PLAN

FLOOR AREA 94.29 m2 ( 10.14 SQUARES )

PORCH 1.56 m2 ( 0.17 SQUARES )

CARPORT 24.60 m2 ( 2.65 SQUARES )

Area 95.41 10.26

TOTAL AREA 215.86 23.21

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

SEPTEMBER 2020

PROPOSED NEW RESIDENCE9 BASS STREETWARRANE

PLANNING

M.S.ROBERTSPDH20016

m2 ( SQUARE )

TWENTY20 PROPERTYDEVELOPMENTS PTY LTD

DESIGN: BASS 116CUSTOM DESIGN BY

Alycia

Line

31

30

29

28

27

29

30

29

31

BOUNDARY 41.40 m

BOUND

ARY 40.61 m

BOUN

DARY 19.80 m

PROPOSED RESIDENCEFFL 30.500

EXISTING HOUSE

1500

BASS S

TREE

T

4641

4000

PROPOSED CO

NCRETE DRIVEWAY

3.0m WIDE

STOP VALVE

STUMP

REMOVE EX. WATER METER

STUMP

BENCH MARK SPIKE RL:29.96

BENCH MARK SPIKE RL:29.26

EX. SHED TO BE REMOVED

ELECTRICITY HOUSE CONNECTIONRL:33.33

P.O.S.

VISITOR

PARKING

PARKING 1

(EX.HOUS

E)PARKING 2

(EX.HOUS

E)

B'D

RY

6.16 m

B'D

RY

6.16 m

B'D

RY

6.16 m

EX. TREES

SEWER MANHOLE

BENCH MARK R/SET IN KERBRL:27.84

TOE

OF

BATT

ER

R.T.

EX. S

EWER

PIPE

REMOVE EX. GRAVEL PATH

STORMWATER DISCHARGE TO KERBRL:27.70

PARKING 1

(NEW RESIDENCE)

PARKING 2

(NEW

RES

IDEN

CE)

P.O.S.EX. HOUSE

EXISTING

FENCE

1466

EX. ROOFED DECK

PROPOSED DN32 (I.D. 25) HDPE (PE100) SDR11 PN16 WITH 2X 20mm WATER METERS ON A MANIFOLD INSTALLED BY TASWATER AT DEVELOPERS COST

PROPOSED 5.5m WIDE DRIVEWAY AND CROSSOVER TO LGAT STANDARDS

PROPOSED

STR

ATA

BOUN

DARY

5500

6661

11261

STORMWATER DISCHARGE TO KERBINV RL:28.16

STORMWATER PIPE-LOCATED FROM TAS WATER MAPPING (LOCATION IS APPROXIMATE)

WATE

R M

AIN

PROPOSED STRATA BOUNDARY

PROPOSED STRATA BOUNDARY

NEIGHBOURING RESIDECE




FALL

29585

STORMWATE

R P

IPE

FALL

TOP O

F B

ATTER

ASSUMED SEWER CONN. AS PER TASWATER MAPPING

5.5m WIDE x 6.0m LONG PASSING BAY

PRIVATE OPEN SPACE ASSOCIATED WITH UNIT 02 147m2

PRIVATE OPEN SPACE ASSOCIATED WITH UNIT 01 157m2

1677

7233

BINS

BINS

6347

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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 : 200

SITE PLAN

PDH20016 01

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

1 : 200

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

2019, 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 AUTHORITIESFOR DETAILED LOCATION OF ALL SERVICES.

CONTOUR INTERVAL 0.200m


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

DISHWASHERD.S.

20403470170090018002700

310

0

3780 510

510

280

0

2900 1300 4210

290

0

70

70

O/A

2410

90

0

BED 1 BED 2

BED 3

BATH

WC

L'D

RY

RO

BE

RO

BE

13540 O/A 3360

ROBE

BRLINEN

37

6

24

5

W3 W2

W4 W5 W6 W7 W8 W9

SHR

BATH

W/M

FWSINK

FR

0.9mx0.9m

750

G.S.

CSD

W1

LIVING

KITCHENDINING

HALL

ENTRY

360

0

D.S.

1

OHC

H/P

BENC

H

900 1440

1290

1010

690

S/D

TR

PANTRY

COL

COL

CARPORT

S/D

VAN.

CONCRETE PATH

CONCRETE PATH

510

1000

510

70

70

7850 1000 4690

S.B

.

HWC

H.P

.TV

H.P

.

CONCRETE


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A.M.C.B.K.S.

GROUND FLOOR PLAN

PDH20016 -03

23.09.2020


PLANNING

M.S.ROBERTS

01

NOTE:FLOOR AREAS INCLUDE TO EXTERNAL FACE OF BUILDING AND GARAGE, UNLESS OTHERWISE STATED. DECKS AND OUTDOOR AREAS ARE CALCULATED SEPARATELY.

FLOOR AREA 94.29 m2 ( 10.14 SQUARES )

PORCH 1.56 m2 ( 0.17 SQUARES )

CARPORT 24.60 m2 ( 2.65 SQUARES )

Area 95.41 10.26

TOTAL AREA 215.86 23.21

1 : 100

GROUND FLOOR PLAN

m2 ( SQUARES )


UP

54321

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

DISHWASHERD.S.

SINKH/PSHRVANITY

W/C

TV

W/M

W1W2

W3

W4 W5 W6 W7 W8

W9

W10

W11

W12

KITCHEN

LIVING

DIN

ING

BED 2

BED 1

ENTR

Y

HALL

BATHBED 3

L'DRY

LINEN

RO

BE

ROBE

RO

BE

PORCH

1100 3650

20

80

11982 O/A

7052 1018 3912

5500 DECK

3254 D

EC

K

DECK

36503050

1910

70

52

4270

2430

1440

30

90

3658 990 1780 603 1226 3103

42323050 608

1710

510 2010

510

1120

457

3650

870

0

8962 O

/A

UP

FR

CUP'D


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1 : 100

A.M.C.B.K.S.

EXISTING FLOOR PLAN

PDH20016 -04

23.09.2020


PLANNING

M.S.ROBERTS

01


1 : 100

EXISTING FLOOR PLAN

NOTE:FLOOR AREAS INCLUDE TO EXTERNAL FACE OF BUILDING AND GARAGE, UNLESS OTHERWISE STATED. DECKS AND OUTDOOR AREAS ARE CALCULATED SEPARATELY.

ALUMINIUM WINDOWS DOUBLE GLAZING COMPLETE WITH FLY SCREENS TO SUIT ??? BAL RATING.ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITEPRIOR TO ORDERING

GROUND FLOOR DOOR SCHEDULE

MARK WIDTH TYPE REMARKS

1 820 EXTERNAL ENTRY DOOR

2 820 INTERNAL TIMBER DOOR



5 720 CAVITY SLIDING DOOR



GROUND FLOOR WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS

W1 1800 1810 AWNING WINDOW




W5 1000 1510 AWNING WINDOW OPAQUE

W6 1000 610 AWNING WINDOW OPAQUE

W7 2100 1500 SLIDING DOOR

W8 2100 1800 SLIDING DOOR


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DOOR AND WINDOWSCHEDULES

PDH20016 05

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.


GROUND FLOOR30500

CEILING CEILING

2400

W2 W3

22.5°

E.S.L.

F.S.L.

BO

UND

AR

YW1

R.T

.

BO

UND

AR

Y

510

0

45.0°

CARPORT30100

280

0

742

30

00

CEILING

E.S.L.

F.S.L.

BO

UND

AR

Y

R.T.

R.T.

22.5°

45.0°

CARPORT30100

2440

30

00

760

CEILING

280

0

W9 W10

20

87

EXISTING FLOOR PLAN30140

1 : 100

NORTH-WEST ELEVATION

1 : 100

NORTH-EAST ELEVATION

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1 : 100

ELEVATIONS

PDH20016 06

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

ROOF FRAMING PREFABRICATED ROOF TRUSSES @ 900 CRS MAX BRACING BY OTHERS

ROOF CLADDINGCOLORBOND CUSTOM ORB TO CLIENTS SPECS.

DOORS AND WINDOWS TO BESEALED IN ACCORDANCE WITHNCC 2019 PART 2 3.12.3

BRICKWORK SELECTED FIRED CLAY FACE BRICKS. RAKED JOINTS, STRETCHER BOND REFER ENGINEER FOR ARTICULATION JOINTS ALL MASONRY TO COMPLYWITH NCC 2019 PART 3.3


GROUND FLOOR30500

CEILING

240

0

E.S.L.

F.S.L.

BO

UND

AR

Y

22.5°

45.0°

GROUND FLOOR30140

CEILINGW12 W3

240

0

E.S.L.

FENCE

GROUND FLOOR30500

CEILING CEILING

2800

W4 W5 W6 W9

22.5°

E.S.L.

F.S.L.

BO

UND

AR

Y

W7 W8

R.T.

45.0°

45.0°

CARPORT30100

240

0

30

00

30

00

1 : 100

SOUTH-WEST ELEVATION

1 : 100

SOUTH-EAST ELEVATION

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1 : 100

ELEVATIONS

PDH20016 07

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

ROOF FRAMING PREFABRICATED ROOF TRUSSES @ 900 CRS MAX BRACING BY OTHERS

ROOF CLADDINGCOLORBOND CUSTOM ORB TO CLIENTS SPECS.

DOORS AND WINDOWS TO BESEALED IN ACCORDANCE WITHNCC 2019 PART 2 3.12.3

BRICKWORK SELECTED FIRED CLAY FACE BRICKS. RAKED JOINTS, STRETCHER BOND REFER ENGINEER FOR ARTICULATION JOINTS ALL MASONRY TO COMPLYWITH NCC 2019 PART 3.3


CEILING

E.S.L.

W11 W1 W2

EXISTING FLOOR PLAN30140

240

0

GROUND FLOOR30140

CEILINGW4

W5 W6 W7W8

240

0

E.S.L.

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1 : 100

ELEVATIONS

PDH20016 08

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

1 : 100

ELEVATION NORTH WEST (EXISTING HOUSE)

1 : 100

ELEVATION SOUTH EAST (EXISTING HOUSE)


GUTTER

GUTTER

GUTTER

RIDGE

HIP

HIPHIP

HIP

22.5

° FALL

22.5

° FALL

22.5° FALL22.5° FALL

GUTTER

D.P.

D.P.

D.P.

D.P.

D.P.

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1 : 100

ROOF PLAN

PDH20016 09

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

1 : 100

ROOF PLAN

ROOF PLUMBING NOTES:

GUTTER INSTALLATIONTO BE IN ACCORDANCE WITH NCC 2019 PART 3.5.2.4. WITH FALL NO LESS THAN 1:100 FOR BOX GUTTERS1:500 FOR EAVES GUTTER

UNLESS FIXED TO METAL FASCIA EAVES GUTTER TO BE FIXED @ 1200 CRS MAX.

VALLEY GUTTERS ON A ROOF WITH A PITCH:A) MORE THAN 12.5° DEGREES - MUSTHAVE A WIDTH OF NOT LESS THAN 400mm AND ROOF OVERHANG OF NOT LESS THAN 150mm EACH SIDE OFVALLEYGUTTER. B) LESS THAN 12.5° DEGREES, MUST BE DESIGNED AS A BOX GUTTER.

LAP GUTTERS 75mm IN THE DIRECTION OF FLOW, RIVET & SEAL WITH AN APPROVED SILICONE SEALANT.

DOWNPIPE POSITIONS SHOWN ON THIS PLAN ARE NOMINAL ONLY. EXACT LOCATION & NUMBER OF D.P'S REQUIRED ARE TO BE IN ACCORDANCE WITH NCC 2019 PART 3.5.2.5 REQUIREMENTS. SPACING BETWEEN DOWNPIPES MUST NOT BE MORE THAN 12m & WITHIN 1.2m FROM A VALLEY GUTTER.

METAL ROOFMETAL SHEETING ROOF TO BE INSTALLED IN ACCORDANCE WITH NCC 2019 PART 3.5.1.3.REFER TO TABLE 3.5.3.1a FOR ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING, REFER TO TABLE 3.5.1.1 FOR ACCEPTABILITY OF CONTACT BETWEEN DIFFERENT ROOFING MATERIALS.FOR FIXING, SHEET LAYING SEQUENCE, FASTENER FREQUENCY FOR TRANVERSE FLASHINGS AND CAPPINGS, ANTI CAPILLARY BREAKS, FLASHING DETAILS REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7 ROOF PENETRATION FLASHING DETAILS.REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7 ROOF SHEETING MUST OVERHANG MIN 35mm AS PER NCC 2019 PART 3.5.1.8



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A.M.C.B.K.S.

PERSPECTIVES

PDH20016 -10

23.09.2020


PLANNING

M.S.ROBERTS

01


31

30

29

27

29

30

29

31

PROPOSED RESIDENCEFFL 30.500

EXISTING HOUSE

TOE

OF

BATT

ERTOP O

F B

ATTER

R.T.

AG D

RAIN BEHIND RETAINING

WALL

PIT

PIT

D.P.

I.O.

D.P.

D.P.

TAP

I.O.

I.O.

D.P.

ORG

HWC

TAP

CONNECT STORMWATER TO KERB AND GUTTER

CONNECT SEWER TO TASWATER SEWER CONNECTIONCONFIRM LOCATION ON-SITE

BOUNDARY 41.40 m

BOUND

ARY 40.61 m

BOUN

DARY 19.80 m

B'D

RY

6.16 m

B'D

RY

6.16 m

B'D

RY

6.16 m

PROPOSED CO

NCRETE DRIVEWAY

VISITOR

PARKING

PARKING 1

(EX.HOUS

E)PARKING 2

(EX.HOUS

E)

PARKING 1

(NEW RESIDENCE)

PARKING 2

(NEW

RES

IDEN

CE)

STORMWATER TRENCH AND PIT


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A.M.C.B.K.S.

SITE DRAINAGE PLAN

PDH20016 -11

23.09.2020


PLANNING

M.S.ROBERTS

01

1 : 200

SITE DRAINAGE PLAN


GENERAL PURPOSE OUTLET (DOUBLE)

CEILING LIGHT OUTLET

ELECTRICAL INDEX

FOUR LIGHT, 3 IN 1 BATHROOM LIGHT C/W DAMPER, EXHAUST TO OUTSIDE*

240v SMOKE ALARM

SECURITY LIGHT

SWITCH BOX

ONE-WAY SWITCH

TWO-WAY SWITCH

TWIN TUBE FLUORESCENT LIGHT

EXHAUST FAN, VENT TO OUTSIDE AIR, PROVIDE POWER

T.V. OUTLET

L.E.D. - SEALED DOWN LIGHT *

LIGHTING

SWITCH TYPE

WALL OUTLETS

OTHER

HOTPLATE SAFETY CUT-OFF

HEAT PUMP

HEATING

HEAT PUMP, OUTDOOR UNIT

*INSTALL AS PER MANUFACTURERSSPECIFICATION

NOTE: POWER POINT TO BE 300mm AWAY FROM EDGE OF WATER SOURCE

FW

H.P

.

H.P

.

H/P

W/M

FR

S.B

.

TR

24002400

2400

2400

2400

2400

O/H

O/H

O/H

O/HHWC

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1 : 100

ELECTRICAL/REFLECTEDCEILING PLAN

PDH20016 12

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

1 : 100

ELECTRICAL PLAN


D.P.

D.P.

D.P.

D.P.

D.P.

FW

TR

W/M

W/C

BATH

VANIT

Y

SHR

SINK

TAP

TAP

CONNECT STORMWATER TO COUNCIL STORMWATER CONNECTION

CONNECT SEWER TO TASWATER SEWER CONNECTIONCONFIRM LOCATION ON-SITE

S.B

.

HWC

AG

DR

AIN

BEHIN

D R

ETAIN

ING

WALL

PIT

PIT

H.P

.

H.P

.

ORG I.O

.I.O

.I.O

.

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1 : 100

GROUND FLOOR PLUMBINGPLAN

PDH20016 13

23.09.2020

PLANNING

01


M.S.ROBERTS

A.M.C.B.K.S.

1 : 100

PLUMBING PLAN

PLUMBING NOTES:ALL DRAINAGE WORK SHOWN IS PROVISIONALONLY AND IS SUBJECT TO AMENDMENT TOCOMPLY WITH THE REQUIREMENTS OF THE LOCALAUTHORITIES. ALL WORK IS TO COMPLY WITH THE REQUIREMENTS OF AS 3500.2018 & THE NATIONAL CONSTRUCTION CODE. AND MUST BE CARRIED OUT BY A LICENCEDTRADESMAN ONLY.

LEGEND OF DIAMETERSTROUGH = 50mmSINK = 50mm BATH = 40mmBASIN = 40mm SHOWER = 50mm WC = 100mm SEWER = 100mm uPVC ORG = OVERFLOW RELIEF GULLY VENT = 50mm DP = 90mmDOWNPIPE STORMWATER = 90mm uPVC

THE INSTALLATION OF WATER PIPE LINES, USE POLY OR COPPER PIPE, MUST COMPLY WITH AS/NZS 3500.2018. MAIN COLD WATER LINE FROM METER TO HOUSETO BE DN 25mm WITH DN 16mm BRANCHES & HOT WATER MAIN LINES TO BE DN 20mm WITH DN 16mm BRANCHES TO FIXTURES, ALL OTHER PRODUCTS USED ARE TO COMPLY WITH THE REQUIREMENTS OF AS/NZS 3500.2018.

HOT WATER INSTALLATION SHALL DELIVER HOT WATER TO ALL SANITARY FIXTURES USED FOR PERSONAL HYGIENE AT 50deg C, KITCHEN SINK & LAUNDRY SHALL BE 60deg C TO COMPLY WITH REQUIREMENTS OF AS/NZS 3500.2018.

AT THE PROPERTY BOUNDARY, AN APPROVEDBACKFLOW PROTECTION VALVE IS TO BE FITTED BEFORE EXTENDING THE DOMESTIC SUPPLY TO THE DWELLING.

FINAL PITS LOCATION AND NUMBER TO BE CONFIRMED ON SITE TO ENSURE SURFACE WATER IS REMOVED FROM AROUND HOUSE.

300X300 EVERHART SURFACE DRAINAGE PIT

450x450 SURFACE DRAINAGE PITAT LOCATION OF DRIVEWAY/BATTERS

HOT WATER CYLINDER TO BE INSTALLED AS PER NCC 2019 VOL 3


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