Creative Portfolio by Jemima Caroline Louise Manton

01 JEMIMA CAROLINE LOUISE MANTON

5th Year: Railway Lane Clinic

“... [the] material basis for the production of space consists of a practical and fleshy body conceived of as a totality complete with spatial qualities (symmetries, asymmetries) and energetic properties (discharges, economies, waste)” - Lefebvre, ‘The Production of Space’, 1991. p. 302

Introduction Throughout the progression of 20th and 21st century consumerism, there has been a shift in focus from the idea of ‘status through materiality’ to an increasing focus on the ‘body beautiful’ as representative of social self-identity. This shift has subsequently been reflected in architecture, in the evolution of the market to the main street to arcades and malls and also in other sites of consumption; such as bars, day clinics, spas and gyms. 21st century medical science is now able to sculpt the status conscious human body into any form or veneer it desires. This consumption and display of the body beautiful partially relies on its architectural framing; specific spaces and sites will encourage or highlight consumptive behaviours relating to self and ego. Specifically, this project pivots around a discussion of Michel Foucault’s notion of the socially constructed Body. It dissects behaviours of public consumption and commodity, false facades and masques, and indulges in dissemination of ritual and theocratic lifestyle modification. Architectural elements focus on heightened awareness of self, of others, and of a critique of ‘measurement’ in a variety of ways.

•

03 JEMIMA CAROLINE LOUISE MANTON

NEWTOWN TRAMSHEDS: DRAWING BY JEMIMA MANTON

05 JEMIMA CAROLINE LOUISE MANTON

NEWTOWN TRAM SHEDS CORNER OF RAILWAY LANE AND ANGEL ST

PHOTO TAKEN IN MORNING LIGHT, 6.30AM MARCH, 2012

07 JEMIMA CAROLINE LOUISE MANTON

RAILWAY LANE CLINIC FINAL PRESENTATION, BOOK, FILM AND MODEL

EXHIBITED TOWN HALL, NEWCASTLE AND INTERFACE SHOWROOM, SYDNEY

RAILWAY LANE CLINIC FINAL PRESENTATION, BOOK, FILM AND MODEL

EXHIBITED TOWN HALL, NEWCASTLE AND INTERFACE SHOWROOM, SYDNEY

09 JEMIMA CAROLINE LOUISE MANTON

RAILWAY LANE CLINIC GROUND PLAN

DEPICTING RELATIONSHIP WITH RAIL CORRIDOR, ACCESS TO SITE, RECEPTION, BARS, WEIGHTS, PIG PEN AND PUBLIC SPACES.

RAILWAY LANE CLINIC CLINIC LEVEL

RECEPTION, CONSULTING, OPTERATING THEATRES, THE RED MARKET, THE TEA ROOM. ON RAIL LEVEL.

011 JEMIMA CAROLINE LOUISE MANTON

EAST-WEST SECTION THEATRES, RECOVERY, RED MARKET AND WEIGHTS

A MAJORITY OF THE PROJECT IS CONCEALED BEHIND THE RUINOUS WALLS OF THE TRAM DEPOT. INCISIONS REVEAL GLIMPSES OF ACTIVITY AND DENOTE POINTS OF ENTRY.

013 JEMIMA CAROLINE LOUISE MANTON

M 1 A204

200

871

5,000

200

3,292

200

1,308

2,763

500

1,737

5,478

181

319

2,535

300

440

884

6,245

351

300

500

60 1,600 340

354

1 A206

*REFER TO SHEET A206

PROPOSED RAIL PLATFORM AND SERVICES

135

*REFER TO SHEET A204 PROPOSED BOTOX AND SURGERY SUITES

1,710

65 986

G02 ML3

100

2,763

1,746

500

1 A600

283

G11 CT1

600 745 1,247

F A L L

285 285 1,932

285

1,932 283

285 1,935

283

285 285 1,935 285 285 1,935 285 1,935 285

285

950

285 2,215

283 2,217

2,500

200

2,100

1,900

2 CT

D.G02

400

1,785

868

5 A605

TEA ROOM

9,569

G01 CPT1

3,095

1 A400

RAMP UP 11°

G18 PCONC.2

3,095

SKYLIGHT ABOVE

CT3

CCON

elf

SIDEWALK

BAR

G02 ML1

J.05

J.03

SEE A506 FOR BAR JOINARY DETAILS

D.G30

J.02

01 RE

COOLROOM

ENTRY TO BAR ABOVE

500

PREP COUNTER

1,715

W.G07

J.04

1,040

elf

1,215

CT2

CURB

SKYLIGHT ABOVE

400 928 864 3,547

200

BAR FOYER

elf sh

1 A504 W.G08

LIFT 1

ADMIN

G02 ML1

W.G09

FW TO COMPLY WITH AS1428

elf sh

D.G42

CONSULT 1

G02 ML1

D.G01

CONSULT 2

G02 ML1

D.G03

6,312

FIRE EGRESS.

500

591

W.G07

FFL 0.400

D.G43

OFFICE

ACCESS BTH G17 CT1

FFL 0.400

D.G44

D.G08

FFL 0.400

FFL 0.800

D.G45

W.G01

D.G07

D.G04

COL

RECEPTION

G02 PCONC.2

D.G06

1 A503

1 A504

W.G10

PCONC.1

2 CT

HYD

283 283

1,166

1 A502

UNISEX BTH G16 CT1 D.G05

COL

ENTRY TO PLASTIC SURGERY

PLASTIC SURGERY

FFL 0.800

COL

200

5,736

600

1,934

FFL 0.800

FFL 0.300

1,314

CCON 1,788

1,436

283 W.G02

600

G15.5 PCONC.1

1,934

SHOP 1

283

15 COL

J.01

2,627

965 600

283 1,934

600

283 1,934

FFL 0.800

283

J.01

FFL 0.400

W.G03

950

G15.4 PCONC.1

950

2,500

SHOP 2

2,500

ENTRY TO 'BOTOX' AND INJECTABLES

G15 CPT1

950

'ARCADE' 'VEILED' STAIRWAY FROM LEVEL ABOVE. RIDGED BRASS MESH VEIL TO BE STRUNG TO EXISTING TRAMSHED TRUSSES WITH STAINLESS STEEL WIRE AND HARDWEAR. SEE DETAIL SHEET A703.

510

MIR

ENTRY AND EXIT TO IVF CLINIC

SS1

283

W.G04

935

2,500

G15.3 PCONC.1 FFL 0.800

1 A501

464

SS1

13 SHOP 3

COL

SS1

SKYLIGHT ABOVE

887

FFL 0.800

600

2,500

J.01

2 A604

COL

J.01

MIR

TGSI

COL

725

SKYLIGHT ABOVE

G15.2 PCONC.1

COL

FFL 0.400

MIR

W.G05

SHOP 4

566 283 6,046

1,942

2,220

200

283 2,500 23

2 1

MIR

1,766 283 283

SS1

Y1 PL

FFL 0.600

COL

HYD

COL

1,474

G03 PCONC.2

FFL 0.800

5 4

1 A603

3 A603

1,934

SKYLIGHT ABOVE

BOTOX

SKYLIGHT ABOVE

PLY1

SKYLIGHT ABOVE

SS1

283

SKYLIGHT ABOVE

1,607

J.01

SS1

IVF RECEPTION

PLY1

SKYLIGHT ABOVE

4,216 283 1,934

150

G15.1 PCONC.1

BAL1

HYD

FFL 0.400

SHOP 5

COL

D.G46

G04 ML2

SEE A504 FOR ARCADE JOINARY DETAILS

TGSI

FFL 3300

ELECTRICAL

D.G50

1,607

PLY1

200

PLY1

D.G47

G05 ML2

TGSI

RAMP UP

J.01

2 A603

COMMUNICATIONS

D.G51

FFL 0.400

CONSULT

1,544

1,390

150

SS1

PCONC.1

6,653

HYD

200

MECHANICAL

D.G52

D.G48

G10 ECONC.1

1,685

CONSULT

BOTOX

1,452

COL

D.G53

G05 ML2

G04 ML2

1 A604

20 19

TO COMPLY WITH AS1428

HYD

D.G54

PATIENT CHANGE

SHW

BLACK ROPE CURTIN TO BE INSTALLED IN FASHION IDENTICALTO MAIN BAR. SEE BOTH A601AND A400

D.G55

2,500

25 24

D.G49

G02 CT1

D.G56

ACCESS BTH

28 27

2,219

D.G57

FFL 0.400

SKYLIGHT ABOVE

PLY1

SKYLIGHT ABOVE

3,881

F01

LIFT 2

2,100

FFL 0.400 D.G59

31 30

285

IVF LABS

200

PLY2

G07 ML3

281

RECOVERY

D.G60

D.G58

VOID

FFL 0.400

1 A601

1,934

STORAGE

2,211 250

PCONC.1

CT1

D.G63

D.G61

VOID

D.G64

D.G62

5,685

4,199

D.G27

SIDEWALK

277 1,460

COUNTERWEIGHTS AND MEASUREMENT

S T R E E T

200

600mm DEEP CUT OUT FOR COUNTERWEIGHT TENSION BLOCK COG

VOID

D.G66

2,863

VOID

SS1

200

CT1

1 A600

VOID

'ALTER' RAISED 1300mm ABOVE FFL

SS1

3,246

400

A N G E L

200

1,949

TGSI

2,759

1,162

261

HYD

SS1

200

SS1

MIR

179

FFL 1700

VOID

500 1,737

VOID

REFRIGERATED STORAGE

2,500

2,166

FFL 0.400

VOID

CT1

CURB

G08 ML3

F01

CT1

3,875

ANAESTHETIC INDUCTION

PLY2

VOID

VOID VOID

400

4,039

BAL1 D.G71

RE01

BOTTOM OF COUNTERWEIGHT POCKETS FFL-1500

9,843

HYD/GAS/RELEVENT SERVECES. SEE MECH ENGINEER

1,035

500

VOID D.G67

PLY1

SS1

VOID

SS1

277 1,482

FFL 0.400

VOID

D.G65

FIRE EGRESS AND ACCESS TO EXTERNAL, ABOVE GROUND TERRACE.

392 1,005

D.G68

W.G06

MIR

150

200

D.G69

FFL 0.400

1 A602 6

D.G28

FFL 0.400 D.G72

500

500 227 100 210

285

SS2

FFL 1600

2,590

G13 PCONC.1

F01 FFL 0.500

SS1

EXISTING WALL ABOVE

210

913

FAT BANK

F01

MIR

962

HYD

D.G29

FFL 0.400

G09 ML3

325

G12 PCONC.1

OPERATING THEATRE

ST01

20 x 199 = 3,971

FAT LAB

OPEN TO SKY

720

SS2

277

2,996

SKYLIGHT ABOVE

SS1

LIFT 3

1 A407 HYD

D.G70

D.G73

3,330

200

SET UP

F A L L

5 A605

738

F A L L

409

1,100

391

3,162

4,209

745

400

1,100

401

5,000

3,155

4,199

761

400

1,100

400

5,000

3,139

4,200

400

1,988

3,272

400

5,000

11,373

5,138

122

1,145

5,660

1,709

705

2,850

R A I L W A Y

918

844

1,625

1,985

1,793

1,718

2,635

925

911

2,643

705

868

1,632

2,854

1,616

1,632

2,854

595

200

395

400

2,227

L A N E

JCLM ARCHITECTURE

ACN 007 812 925 ABN 82 794 649 235 12 Henry St MEREWETHER NSW 2291

COMPLETION OF THE QUALITY ASSURANCE CHECKS IS VERIFICATION THAT THE DOCUMENT CONFORMS WITH THE REQUIREMENTS OF THE QUALITY PROJECT PLAN. WHERE THE QUALITY ASSURANCE CHECK IS INCOMPLETE THIS DOCUMENT IS PRELIMINARY FOR INFORMATION PURPOSES ONLY, OR SUCH PURPOSES AS STATED IN THE REVISION COLUMN. THE IDEAS, INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE THE PROPERTY OF JEMIMA MANTON. PHOTOCOPYING OR REPRODUCING THIS DOCUMENT AND PASSING IT ONTO OTHERS WITHOUT THE EXPRESS PERMISSION OF JEMIMA MANTON IS AN INFRINGEMENT OF COPYRIGHT. ©

25mm

Ph : 0411702073 Fax : (02) 4963 4453 Email : jemima.manton@gmail.com Web Site : jemimamanton.com

40mm DIAMETER STAINLESS STEEL CONTINUOUS HANDRAIL STRUCTURAL COLUMN CHOLLETON 'FALL AMINSTER' WOVEN PATTERNED CARPET WITHOUT BOARDER.

CT1

EXISTING BUILDING TO BE RETAINED

WALL TYPES

###

WALL TYPES

CCON

D## #.##

PROPOSED DOOR NUMBER (REFER TO A800 SERIES)

W## #.##

PROPOSED WINDOW NUMBER (REFER TO A800 SERIES)

CONTROL JOINT

COL

40mm RED IRON PIGMENT ADMIXTURE ON BOTH SIDES OF A 300mm STUD FRAME- SLAB TO SLAB INSULATION. CONCRETE CAST IN PLACE, SMOOTH FINISH WITH MIN SEAM VISABLE. CONCRETE TO FOLLOW INVERSE RIBBING OF THE BEAMS OVERHEAD. SEE DETAL A910.

BOOK SHELF JOINERY, (SEE A700), FIXED TO 16mm FRPB BOTH SIDES OF 150mm STUD FRAMESLAB TO SLAB INSULATION

CT1

CERAMIC TILE 1FIXED TO 16mm FRPB BOTH SIDES OF 150mm STUD FRAME- SLABE TO SLAB INSULATION

EXISTING MASONRY WALL- MAKE GOOD TO EXISTING AS SPECIFIED BY HERITAGE ARCHITECT

CT2

CERAMIC TILE 2 FIXED TO 16mm FRPB BOTH SIDES OF 150mm STUD FRAME- SLABE TO SLAB INSULATION

RE01

150mm INSULATED COOL ROOM WALL PANELREFER TO MANUFACTURER DETAILS

CT3

CERAMIC TILE 3 FIXED TO 16mm FRPB BOTH SIDES OF 150mm STUD FRAME- SLABE TO SLAB INSULATION

ST01

4mm MILD STEEL CLADDING BOTH SIDES, FIXED TO BOTH 65mm TOP HATS AND DIRECTLY TO 250mm HOT ROLLED STEEL C BEAM

SS01

3mm STAINLESS STEEL FIXED BOTH SIDES 200mm STUD FRAME- SLAB TO SLAB INSULATION

SS02

3mm HOSPITAL GRADE SEAMLESS STAINLESS STEEL ONE SIDE OF 200mm STUD FRAMESLAB TO SLAB INSULATION. SEE MANUFACTURER DETAILS

ROOM IN WHICH DOOR IS INSTALLED

CERAMIC TILE FINISH 1

CT2

CERAMIC TILE FINISH 2

FFL

FINISHED FLOOR LEVEL

FLOOR WASTE

STAINLESS STEEL GRATE DRAIN

ML1

MARMOLEUM DUEL 3127 'BLEEKER STREET'

ML2

MARMOLEUM VIVACE 3403 'ASIAN TIGER'

ML3

MARMOLEUM VIVACE 3221 'HYACINTH'

ROOM IN WHICH WINDOW IS INSTALLED

ROOM TAG FORMAT

ROOM NAME ROOM NUMBER FLOOR FINISH

PCONC1 POLISHED CONCRETE FLOOR FINISH 1

*REFER TO A001 WALL TYPES SHEET FOR FURTHER INFORMATION ON WALL COMPOSITION Dirty Utility/ access to laundry

<MARKERDRAWINGNUMBER_R> <MARKERSHEETNUMBER_R>

PCONC2 POLISHEDCONCRETE FLOOR FINISH 2

STEEL COLUMN. SEE HERITAGE CONSULATANT FOR DESIGN

TGSI

TACTILE GROUND SURFACE INDICATOR

T.O.W.

TOP OF WALL RL

VSR

VERTICAL SERVICE RISER

VVR

VERTICAL VENTILATION RISER

MIR

DRAWINGS IN THIS ISSUE: A102 A407 A603 A900

100mm

- PARTIAL FLOOR PLAN - DETAIL SECTION OF ALTER, FAT BANK AND VOID - DETAILS - EXPLODED AXONOMETRIC

200mm ON ORIGINAL A1

REV

DATE

DRN

CHKD

VRFD

02/03/12

COMMENTS

06/04/12

18/05/12

21/07/12

11/09/12

ster stor ial e

(BLACK PIGMENT ADDED, HIGH GLOSS FINISH ) SC

staf f

GENERAL NOTES REGARDING EXISTING STRUCTURE: 1. REUSE MATCHING BRICKS FROM DEMOLITION WHEN PATCHING AND INFILLING EXISTING WALLS 2.MAKE GOOD TO ALL AREAS AFFECTED BY THE REMOVAL OF REDUNDANT SERVICES 3. CONTRACTOR TO ASSESS EXISTING BRICKWORK FOR HOLES IN EXTERNAL WALLS, MISSING BRICKWORK, POORLY PATCHED BRICKWORK, MORTAR DAMAGE TO BE REPAIRED USING NEW BRICKWORK.

BAL-1 CJ CPT

33 x 182 = 5,995

IVF

20 x 199 = 3,971

Abor tion

Injec table

A N G E L

SIDEWALK

CURB

S T R E E T

Existing one and two story balconies of iron lace and Victorian-era houses with stuccoed facades, moulded architectural ornam ents.

MIRROR DIRECTLY FIXED TO 16mm FRPB BOTH SIDES OF 150mm STUD FRAME- SLABE TO SLAB INSULATION

KEY PLAN 1.500

PROJECT :

NEWTOWN TRAMSHED CLINIC

SITE :

CLIENT :

UNSW FACULITY OF MEDICINE, SURGICAL AND ORTHOPAEDIC RESEARCH DIVISION

DRAWING :

CORNER ANGEL STREET AND RAILWAY LANE, NEWTOWN NSW

WORK IN FIGURED DIMENSIONS IN PREFERENCE TO SCALE. CHECK DIMENSIONS AND LEVELS ON SITE PRIOR TO THE ORDERING OF MATERIALS OR THE COMPLETION OF WORKSHOP DRAWINGS. IF IN DOUBT ASK. REPORT ALL ERRORS AND OMISSIONS.

DRAWN :

DATE :

SCALES :

11/09/2012

1.100

A102 PROJECT No :

PHASE :

DRAWING No :

A102

REV :

RED MARKET CONCEPTUAL SKETCH EXPLORING NOTIONS OF CONCEALMENT AND REVEALING, COMMODIFYING OBJECTS AND PERSONS THOUGH GAZE, AND THE PIG.

015 JEMIMA CAROLINE LOUISE MANTON

MAIN BAR [TROUGH BAR] FINAL PRESENTATION THE MAIN BAR CANTILEVERS OVER THE VOID OF THE ARCADE AND IS SITUATED RIGHT ABOVE THE ENTRY TO THE CLINICS. THE BAR PUNCTURES THE MECHANISTIC AND DOMINATING SPACE WITH LUSH AND TACTILE ORNAMENTATION. THE BAR IS VEILED WITH ROPE CURTAINS THAT MASK AND CONSTRAIN THE SPACE.

MAIN BAR [TROUGH BAR] FINAL PRESENTATION THE ROPE ALSO SYMBIOTICALLY DENOTES A REVEALING AS THE CURTAIN IS MANIPULATED BY THE USER; PEEKING THROUGH THE ROPE CURTAINS INTO THE VOID REVEALS TO THE CLINIC AND ARCADE USER THAT THEY ARE IN FACT, BEING WATCHED.

017 JEMIMA CAROLINE LOUISE MANTON

THE ‘VEIL’ THE RED MARKET THE MAIN STAIR THAT EXTENDS FROM THE COUNTERWEIGHT TO THE ARCADE AND SURGERY BELOW IS VEILED BY A SUSPENDED MESH CANOPY. PASSING UNDER THE CANTILEVERED BAR SPACE, THE MESH CANOPY CONCEALS THE USER UNTIL VERY NEARLY, BUT NOT QUITE, THE END OF THEIR DECENT TO THEIR DESIRED DESTINATION

GATES TO THE CLINICS THE RED MARKET THE REDMARKET IS DESIGNED PARALLEL TO WALTER BENJAMIN’S 19TH CENTURY PARISIAN ARCADES AND PLAYS ON THE ASSOCIATED NOTION OF A STORE FRONTS ACTING AS FALSE FAÇADES AND MASKING OTHER PROGRAM [IT WAS WIDELY KNOWN THAT THE ARCADES PARADED AS MILLINERY SHOPS BUT TRULY ACTED AS BROTHELS]

019 JEMIMA CAROLINE LOUISE MANTON

MIRROR LINED HALLS OF BOTOX & INJECTABLES SCHEMATIC PRESENTATION CONCEPTUAL SKETCH OF BOTOX LAYOUT, THE NEWLY MASKED EXIT THROUGH MIRRORED DOORS BEHIND INJECTION NOOK

INJECTION NOOK FINAL PRESENTATION DETAIL PERSPECTIVE OF INJECTION NOOK

021 JEMIMA CAROLINE LOUISE MANTON

D01 A603

D03 A603

REF SECTIONAL DWG A406

REF SECTIONAL DWG A408

PARAPET OF PROPOSED STRUCTURE

1800

RL 21 550

TOP OF ROOF FLUTES

RL 19 750

1650

1665

2 3

PEAK OF EXISTING NORTHERNSAW TOOTH WALL

320

RL 18 100

2450

2700

27 4

TROUGH OF EXISTING NORTHERN SAW TOOTH WALL

800

815

RL 15 400

BASE OF ROOF FLUTES

405

RL 14 600

1065

6 25

8600

4595

1495

24 9

BAL2

1190

BAL1

LEVEL ONE RL 6000

240

RL 6000

23 2070

10 11

22 5600

D04 A603

3680

FAT BANK

GROUND LEVEL RL 0400

1900

BOTTOM OF CONCRETE COUNTERWEIGHT BED RL -1500

4150

5150

0.4mm ALUMINIUM RIDGID MESH 'VEIL',

60x7.5mm MILD STEEL STRAPPING,

GENERAL FLOOR PLAN NOTES: 1. CHECK ALL DIMENSION ON SITE 2. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH CONSULTANT DOCUMENTATION DRAWINGS 3.ALL PROPOSED FLOOR PLANS TO BE READ IN CONJUNCTION WITH DEMOLITION FLOOR PLAN & STRUCTURAL SET OUT AND SLAB SET OUT PLANS 4.ALL LOOSE FURNITURE TO BE SUPPLIED AND INSTALLED BY OTHER. 5. ALL TILE FLOOR SET OUT TO BE CONFIRMED ON SITE. GENERAL NOTES REGARDING EXISTING STRUCTURE: 1. REUSE MATCHING BRICKS FROM DEMOLITION WHEN PATCHING AND INFILLING EXISTING WALLS 2.MAKE GOOD TO ALL AREAS AFFECTED BY THE REMOVAL OF REDUNDANT SERVICES 3. CONTRACTOR TO ASSESS EXISTING BRICKWORK FOR HOLES IN EXTERNAL WALLS, MISSING BRICKWORK, POORLY PATCHED BRICKWORK, MORTAR DAMAGE TO BE REPAIRED USING NEW BRICKWORK.

JCLM ARCHITECTURE

ACN 007 812 925 ABN 82 794 649 235 12 Henry St MEREWETHER NSW 2291

Ph : 0411702073 Fax : (02) 4963 4453 Email : jemima.manton@gmail.com Web Site : jemimamanton.com

BAL-1

40mm DIAMETER STAINLESS STEEL CONTINUOUS HANDRAIL

CONTROL JOINT

COL

STRUCTURAL COLUMN

CPT

CHOLLETON 'FALL AMINSTER' WOVEN PATTERNED CARPET WITHOUT BOARDER.

CT1

CERAMIC TILE FINISH 1

CT2

CERAMIC TILE FINISH 2

FFL

FINISHED FLOOR LEVEL

FLOOR WASTE

MARMOLEUM DUEL 3127 'BLEEKER STREET' MARMOLEUM VIVACE 3403 'ASIAN TIGER'

ML3

MARMOLEUM VIVACE 3221 'HYACINTH'

PROPOSED WINDOW NUMBER (REFER TO A800 SERIES)

VERTICAL 65mm TOP HATS.

ROOM IN WHICH DOOR IS INSTALLED

11 15mm STAINLESS STEEL OPERATING LINE HOISTING CABLES 4 SYSTEM AND TURNBUCKLES. TO

MECHANICAL ENGINEERS SPECS.

TACTILE GROUND SURFACE INDICATOR TOP OF WALL RL

VSR

VERTICAL SERVICE RISER

VVR

VERTICAL VENTILATION RISER

100mm

200mm ON ORIGINAL A1

EXISTING NORTHERN SAWTOOTH WALL. TO BE MADE GOOD TO HERTIAGE ARCHITECT DWGS.

7 CENTRE COUNTERWEIGHT

(BLACK PIGMENT ADDED, HIGH GLOSS FINISH )

T.O.W.

REV

DATE

COMMENTS

SUSTPENDED TO EXISTING STRUCTURAL 23 TRUSSES WITH 16mm STAINLESS STEEL

WIRE SLING IN SWIVEL SOCKET. REFER TO STRUCTURAL ENGINEERS DWGS.

SHOP WELDED 'T' COLUMN -20mm PLATE FLANGE-16mm PLATE WEB TAPERED WELDED TO RHS COLUMN

DRN

CHKD

VRFD

02/03/12

06/04/12

18/05/12

21/07/12

11/09/12

300mm C BEAM, BOLTED TO RHS COLUMN

CRYLOIPOLYSIS FRIDGES (FAT BANK)

18 POLISHED CONCRETE 'ALTER'

STAINLESS STEEL WIRE 25 16mm SLING IN SWIVEL SOCKET

MILD STEEL COUNTERWEIGHT TENSION BLOCK AND ASSOCIATED PULLY. TO BE FINISHED IN SEMIGLOSS DULUX PROFESSIONAL RED OXIDE PRIMER

13 INSTALLED TO MANUFACTURER SPECS

20 15mm STAINLESS STEEL OPERATING LINE

14 POLISHED CONCRETE BED

CONCRETE FLOOR PANELS. 21 PRE-CAST 300MM EDGE AND RIB THICKENING, 2 PART

SEE ALSO HYDRAULIC ENGINEER

100MM THICK POST-TENSIONED, IN-SITU

26 EXISTING TRAMSHED STRUCTURAL IRON TRUSS

CLEAR EPOXY FINISH AND NON-SLIP TREATMENT

4mm MILD STEEL PLATE MAINTAINENCE PANELS

NEW 250mm POLISHED CONCRETE FLOOR SLAB TO LYSAGHT BONDEK STEEL SHEET FORMWORK SUPPORTED BY 180UB22.2 JOISTS @ 1200CTS

17 STAINLESS STEEL OPERATING LINE TRACK

5 EXISTING STRUCTURAL TRUSS

PCONC1 POLISHED CONCRETE FLOOR FINISH 1

TGSI

PULLEYS

COUNTERWEIGHT RIGGING

ROOM IN WHICH WINDOW IS INSTALLED

PCONC2 POLISHEDCONCRETE FLOOR FINISH 2 STEEL COLUMN. SEE HERITAGE CONSULATANT FOR DESIGN

UNDERPINNED EXISTING MASONARY WALL SEE STRUCTURAL ENGINEER FOR SPECIFICATIONS

3 STEEL HEAD BLOCK

ROOM NUMBER FLOOR FINISH

THE IDEAS, INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE THE PROPERTY OF JEMIMA MANTON. PHOTOCOPYING OR REPRODUCING THIS DOCUMENT AND PASSING IT ONTO OTHERS WITHOUT THE EXPRESS PERMISSION OF JEMIMA MANTON IS AN INFRINGEMENT OF COPYRIGHT. ©

25mm

PROPOSED DOOR NUMBER (REFER TO A800 SERIES)

ROOM TAG FORMAT

D## #.## W## #.##

16 COUNTERWEIGHT GEARS AND FEEDER

WALL FRAME

2 STEEL PLATES, FASTENED TO

ROOM NAME

BOLTED TO 250 RHS COLUMN, 9 BRACING 75x50 UNEQUAL ANGLE

4mm x1200 x 2400mm MILD

WALL TYPES

STAINLESS STEEL GRATE DRAIN

ML1 ML2

1 250x150 RHS COLUMN

EXISTING BUILDING TO BE RETAINED

###

POLISHED CONCRETED STAINED. BLACK IRON OXIDE TO BE ADDED TO CONCRETE, 2 PART CLEAR EPOXY FINISH AND NON-SLIP TREATMENT

PROJECT :

NEWTOWN TRAMSHED CLINIC

SITE :

CORNER ANGEL STREET AND RAILWAY LANE, NEWTOWN NSW

CLIENT :

UNSW FACULITY OF MEDICINE, SURGICAL AND ORTHOPAEDIC RESEARCH DIVISION

DRAWING :

A407

SKYLIGHT 'FLUTES'. BETWEEN FLUTES- 0.55mm GAUGE HIGHLY POLISHEDCOPPER CLADDING SCREW FIXED TO PLYWOOD ROOF FLUTE TRUSS. BRASS SCREW AND WASHER FINISHED WITH COPPER CAP SOLDERED OVER. (TO AS1566) BETWEEN FLUTES- 0.55mm GAUGE COPPER CLADDING SCREW FIXED TO PLYWOOD ROOF FLUTE TRUSS. BRASS SCREW AND WASHER FINISHED WITH COPPER CAP SOLDERED OVER. (TO AS1566) SEE DRAWING A603

DRAWN :

DATE :

JM PROJECT No :

SCALES :

11/09/2012 PHASE :

DRAWING No :

A407

1.50 REV :

023 JEMIMA CAROLINE LOUISE MANTON

A900

DETAILS JEMIMA CAROLINE LOUISE MANTON

THE IDEAS, INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE THE PROPERTY OF JEMIMA MANTON . PHOTOCOPYING OR REPRODUCING THIS DOCUMENT AND PASSING IT ONTO OTHERS WITHOUT THE EXPRESS PERMISSION OF JEMIMA MANTON IS AN INFRINGEMENT OF COPYRIGHT. ©

25mm

100mm

D02 ROOF FLUTE SECTION DETAIL A603 1.10

FLASHING FLASHING CLEARGLASS CLEARGLASSG1 G1SPIDER SPIDERFITTING FITTING

D02 A603

5°

NEWTOWN TRAMSHED CLINIC

12.38mm 12.38mmTOUGHENED TOUGHENEDSAFETY SAFETYGLASS GLASS FIXED FIXEDTO TOPLY PLYFLUTES FLUTESWITH WITHCLEARGLASS CLEARGLASSG1 G1 SPIDER SPIDERFITTING. FITTING.MIN MIN50mm 50mmEXTENSION EXTENSIONOVER OVER GUTTER GUTTERTO TOPREVENT PREVENTCAPILLERY CAPILLERYACTION ACTIONOF OF WATER. WATER.TO TOAS1170. AS1170.

D01 ROOF FLUTE DETAIL A603 1.10

SNUG SNUG

200mm ON ORIGINAL A1

12.38mm 12.38mmTOUGHENED TOUGHENEDSAFETY SAFETYGLASS GLASS FIXED FIXEDTO TOPLY PLYFLUTES FLUTESWITH WITHCLEARGLASS CLEARGLASSG1 G1 SPIDER SPIDERFITTING. FITTING.

5°

STAINLESS STAINLESSSTEEL STEELBOX BOX GUTTER GUTTERPROFILE PROFILE400x165 400x165

CAPPING CAPPING GUTTER FALL 1 IN 200 MIN

GUTTER FALL 1 IN 200 MIN

STAINLESS STAINLESSSTEEL STEELBOX BOXGUTTER GUTTER PROFILE PROFILE400x165 400x165

25mm 25mmSTRUCTURAL STRUCTURALPLY PLYROOF ROOFFLUTE FLUTETRUSS, TRUSS, CNC CNCROUTED ROUTED@300 @300CTS, CTS,SLOTING SLOTINGON ON2x300 2x300 RHS RHSROOF ROOFBEAMS. BEAMS. BRACED BRACEDWITH WITH25.4mm 25.4mmDia. Dia.ALUMINIUM ALUMINIUM THREADED THREADEDRODE RODEBRACING BRACINGWITH WITHM14 M14 SECURING SECURINGBOLTS BOLTS

25mm 25mmSTRUCTURAL STRUCTURALMARINE MARINE PLYWOOD PLYWOODBACKING BACKING BOARD BOARDDIRECT DIRECTFIXED FIXED@600 @600CTS CTSTO TO ROOF ROOFFLUTES FLUTES PLYWOOD PLYWOODBEAM BEAMSPANNING SPANNING BETWEEN BETWEENROOF ROOFFLUTES FLUTES@1200 @1200CTS CTS

300x150 300x150BLACK BLACKSTEEL STEELRHS RHSROOF ROOFBEAMS BEAMS

25.4mm 25.4mmDia. Dia.ALUMINIUM ALUMINIUMTHREADED THREADED RODE RODEBRACING BRACINGWITH WITHM14 M14BOLTS BOLTS SECURING SECURINGPLY PLYROOF ROOFFLUTE FLUTETRUSS TRUSS 300x150 300x150BLACK BLACKSTEEL STEELRHS RHSROOF ROOF BEAMS BEAMS

25.4mm 25.4mmDia. Dia.ALUMINIUM ALUMINIUMTHREADED THREADEDRODE RODE BRACING BRACINGWITH WITHM14 M14BOLTS BOLTSSECURING SECURING PLY PLY ROOF ROOFFLUTE FLUTETRUSS TRUSSBEYOND. BEYOND.SHOWN SHOWN DASHED DASHED

75x50 75x50UNEQUAL UNEQUALANGLE ANGLEWELDED WELDEDTO TO RHS RHSROOF ROOFBEAMS. BEAMS. 25mm 25mmSTRUCTURAL STRUCTURALPLY PLYSOFFIT SOFFIT BOLT BOLTFIXED FIXEDTO TOUNEQUAL UNEQUALANGLE ANGLE

75x50 75x50UNEQUAL UNEQUALANGLE ANGLEWELDED WELDEDTO TORHS RHS ROOF ROOFBEAMS. BEAMS. 25mm 25mmSTRUCTURAL STRUCTURALPLYWOOD PLYWOODSOFFIT SOFFIT BOLT BOLTFIXED FIXEDTO TOUNEQUAL UNEQUALANGLE ANGLE

300

1.5 1.5mm mmMILD MILDSTEEL STEELSHEETING, SHEETING,PAINT PAINT FINISH FINISHDULUX DULUXTRUEBLACK TRUEBLACKHIGH HIGHGLOSS. GLOSS. DIRECT DIRECTFIXED FIXEDTO TOPLYWOOD PLYWOODROOF ROOFFLUTE FLUTE TRUSS. TRUSS.

25mm 25mmSTRUCTURAL STRUCTURALPLY PLYROOF ROOFFLUTE FLUTETRUSS, TRUSS, BEYOND BEYONDSHOWN SHOWNDASHED DASHED

INSIDE INSIDEOF OFFLUTEFLUTE-1.5 1.5mm mmMILD MILD STEEL STEELSHEETING, SHEETING,PAINT PAINTFINISH FINISH DULUX DULUXTRUEBLACK TRUEBLACKHIGH HIGHGLOSS. GLOSS. DIRECT DIRECTFIXED FIXEDTO TOPLYWOOD PLYWOODROOF ROOF FLUTE FLUTETRUSS. TRUSS.

D03 WALL SECTION DETAIL A603 1.10

BETWEEN BETWEENFLUTESFLUTES-0.55mm 0.55mmGAUGE GAUGE HIGHLY HIGHLYPOLISHED POLISHED'PEACH' 'PEACH'COPPER COPPER CLADDING CLADDINGSCREW SCREWFIXED FIXEDTO TO PLYWOOD PLYWOODROOF ROOFFLUTE FLUTETRUSS. TRUSS. BRASS BRASSSCREW SCREWAND ANDWASHER WASHER FINISHED FINISHEDWITH WITHCOPPER COPPERCAP CAP SOLDERED SOLDEREDOVER. OVER. (TO (TOAS1566) AS1566)

12.38mm TOUGHENED SAFETY GLASS FIXED TO PLY FLUTES WITH CLEARGLASS G1 SPIDER FITTING. MIN 50mm EXTENSION OVER GUTTER TO PREVENT CAPILLERY ACTION OF WATER. TO AS1170. 4mm BLACK STEEL SHEET CLADDING WITH PAINT FINISH

5°

25.4mm 25.4mmDia. Dia.ALUMINIUM ALUMINIUMTHREADED THREADED RODE RODEBRACING BRACINGWITH WITHM14 M14BOLTS BOLTS SECURING SECURINGPLY PLYROOF ROOFFLUTE FLUTETRUSS TRUSS

300

FLASHING

STAINLESS STEEL BOX GUTTER PROFILE 350x165

300x150mm RHS ROOF BEAM 7.5mm FIXING PLATE WITH M16 BOLTS

4mm MILD STEEL CLADDING WITH PAINT FINISH SCREWED TO 40mm FURRING CHANNEL 75x50 UNEQUAL ANGLE

25.4mm Dia. ALUMINIUM THREADED RODE BRACING WITH M14 BOLTS SECURING PLY ROOF FLUTE TRUSS

25mm STRUCTURAL MARINE PLYWOOD BACKING BOARD DIRECT FIXED @600 CTS TO ROOF FLUTES VAPOUR PERMEABLE SARKING

4mm MILD STEEL CLADDING WITH PAINT FINISH SCREWED TO 40mm FURRINGCHANNEL FIXED TO 250C GIRT

INSULATION AS SPECIFIED

60x7.5mm MILD STEEL STRAPPING, BOLTED TO 250 RHS COLUMN, BRACING 75x50 UNEQUAL ANGLE WALL FRAME

D04 LOWER WALL AND ALTER WINDOW OPENING SECTION DETAIL A603 1.10

4mm MILD STEEL CLADDING WITH PAINT FINISH SCREWED TO 40mm FURRING CHANNEL FIXED TO 250C GIRT INSULATION AS SPECIFIED

190

250C GIRT BOLTED TO 5mm STEEL PLATE CLEATSHOP WELDED TO 250x150 RHS COLUMN

D05 A603

60x7.5mm MILD STEEL STRAPPING, BOLTED TO 250 RHS COLUMN, BRACING 75x50 UNEQUAL ANGLE WALL FRAME

HEAD RL 2740

TYPICAL COLUMN WALL PLAN DETAIL 1.5

S 250x150 RHS COLUMN BEYOND SHOWN DASHED

EXTERNAL EXTERNAL

1165

785

INTERNAL 60X40 RHS SPACER SHOP WELDED TO 250X150 RHS COLUMN

SILL RL1955

190

SHOP WELDED 'T' COLUMN -20mm PLATE FLANGE -16mm PLATE WEB TAPERED WELDED TO RHS COLUMN

D05 A603

4mm BLACK STEEL SHEET CLADDING WITH PAINT FINISH SCREWED TO 40mm FURRING CHANNEL FIXED TO 250C GIRT

REINFORCED CONCRETE SITU WALL REFER TO STRUCTURAL ENGINEERS DRAWNGS FOR FURTHER DETAIL

1,362

1555

VAPOUR PERMEABLE SARKING

530

SHOP WELDED 'T' COLUMN -20mm PLATE FLANGE -16mm PLATE WEB TAPERED WELDED TO RHS COLUMN

350 REINFORCED CONCRETE FLOOR SLAB 695 GROUND LEVEL RL 0400

250C GIRT BOLTED TO 5mm STEEL PLATE CLEAT SHOP WELDED TO 250x150 RHS COLUMN

CONCRETE EXPANSION JOINT

POLYETHYLENE WATERPROOF MEMBRANE 50mm BLINDING SAND PILE CAP BEYOND SHOWN DASHED

PUBLIC SPACE FINAL PRESENTATION ADAPTIVE REUSE OF EXISTING TRAM SHED WALLS, COLUMNS AND TRUSSES TO CREATE A PARK SPACE AND THROUGH LINK FOR SITE.

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PHOTOGRAPH OF SCHEMATIC MODEL JEMIMA MANTON MODEL 1.200

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PHOTOGRAPH OF SCHEMATIC MODEL JEMIMA MANTON MODEL 1.200

SKETCH MODEL OF ‘FILTER’ GATES JEMIMA MANTON MODEL 1.200

029 JEMIMA CAROLINE LOUISE MANTON

THE RED MARKET FINAL PRESENTATION

THE VEIL, AND EXHIBITION SPACE

DETAIL OF CLINIC PLAN: THE STAIRS FINAL PRESENTATION

STAIRS LINKING EXISTING RAIL INFRASTRUCTURE TO SITE, PEEP HOLES INTO OPERATING THEATRE.

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035 JEMIMA CAROLINE LOUISE MANTON

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4th Year: Urban design “We are bored in the city, to still discover mysteries on the signs along the street, latest state of humor and poetry, requires getting damned tired...” “Byproduct of the circulation of commodities, human circulation considered as a form of consumption, tourism comes down fundamentally to the freedom to go and see what has become banal. The economic planning of the frequenting of different places is already in itself the guarantee of their equivalence. The same modernization that has withdrawn the element of time from journeying, has also withdrawn the reality of space.” Gilles Ivain (aka Ivan Chtcheglov) ― Tom McDonough, The Situationists and the City: A Reader

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Introduction Borrowing from the Situationist’s strategy of detournment, preexisting architecture within the central rail corridor of Newcastle is used to generate new urban scenarios, redefining the city as a site for ‘play’ and appropriation. The concept of detournment exists within the re-use of existing artistic and architectural elements to create a new ensemble. Any elements within the city can be used to make a new commodity. Within a Novocastrian context, the mutual interface of the two worlds of feeling- Newcastle as a city born from industry and this proposed High Speed Rail interchange results in a juxtaposition of these two independent expressions in combination supersedes the original and produces a new organisation to greater efficacy. The proposed site is master planned to inject a mix of transport, education, commercial, business and residential into prominent section of Newcastle’s CBD. The HSR interchange, located to the eastern end of the site (currently existing as an antique center will be reprogrammed to serve as Newcastle City’s new TOD site. This interchange will consist of a new HSR through stop, a newly relocated subterranean heavy rail station and a bus interchange. The interchange runs on a major east/west axis linking the station to the bus and taxi terminal through a covered public promenade. One precedent for this project is Gordon Matta-Clarks ‘Pier 52’ project, in which Matta-Clark reacts to urban gentrification and creation of the ‘non-ument’ in the form if a radical incisions. Detournment of space such as this occurs when an existing space outlives its original utility and reasons for which it was originally built. When this function becomes obsolete, the space is subject to re-appropriation The carpark structure has been given the new function of the business/law schools library and archive. The existing system and progression of ramps within the carpark lends itself to appropriation to the dewy decimal system of a numerical spiral that can expand and contract from 000-900 as the university’s collection updates. A similar model can be found in OMA’s Seattle public library. Hunter streets current building morphology has been retained but manipulated internally to created more appropriate spaces to accommodate the new university, commercial and retail. The architecture of this site aims to create emotionally moving situations rather than emotionally moving forms that merely exist as unitary objects within the city exhibition. It is meant to be an inversion of a societal prioritization of representation over experience. The transformation of the buildings will contribute to the alteration of the psychogeographical ambiance of Newcastle.

RAIL STATION AND BUS TERMINAL SECTION THE EXISTING ANTIQUE CENTER CARCASS HAS BEEN RE-APPROPRIATED TO SERVE IN THE MAKE UP OF THE NEW HIGH SPEED RAIL TERMINAL. THIS EXISTING FORM ALSO INFORMS SIMILAR ARCHITECTURE WITH IN THE ZONE WITH THE REPETITION OF THE TRUSS MOTIF AND SIMILAR USE OF BRICK.

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RETAIL, COMMERCIAL AND RESIDENTIAL SECTION EXISTING BUILDINGS AALONG HUNTER ST HAVE BEEN MAINTAINED TO AVOID GENTRIFICATION. FURTHER FLOOR SPACE HAS BEEN ADDED ABOVE THESE BUILDINGS SIMILAR TO THE PRECEDENT OF ‘BEAR LANE’, LONDON. SELECT BUILDINGS HAVE BEEN REMOVED WITH THEIR FACADE REMAINING TO CREATE ABOVE GROUND STREETS AND ACCESS TO ABOVE SPACE. THERE IS A CONCENTRATION ON CREATING PEDESTRIAN SCALE STREETS AND ALLEYS THROUGH OUT THE SITE WITH TACTILE STREET ADDRESS.

UNIVERSITY LAW LIBRARY AND ARCHIVE SECTION THE EXISTING CARPARK ON SITE IS UNSUITABLE FOR RESIDENTIAL REALLOCATION, HOWEVER, THE EXISTING SYSTEM AND PROGRESSION OF RAMPS LENDS ITSELF TO APPROPRIATION INTO THE LAW LIBRARY AND ARCHIVE. THE SPIRALING RAMPS RUN CONCURRENTLY WITH THE DEWY DECIMAL SYSTEM ALLOWING FOR EXPANSION AND CONTRACTION FROM 000-900 AS THE UNIVERSITY’S COLLECTION UPDATES

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BIG LOVE ANNIE LEIBOVITZ, 2008 SEX AND THE CITY CHARACTERS, CARRIE AND ‘BIG’, PHOTOGRAPHED FOR VANITY FAIR

Dissertation Urban Flâneuse: Sex and the City, consumer culture and the metropolis Abstract- The increasing presence of the flâneuse within the city construct can be attributed to her emerging involvement in public consumption in the early 19th century. Since that time, an inversion of traditionally gendered behaviours and spatial mappings has occurred, with not only the appearance of women in conventional patriarchal spaces, but the incidence of traditionally male attributed behavioural patterns. It is a 20th and 21st century phenomena of autonomous women using urban spaces to pursue pleasure in a way similar to that of the flâneur. This current trend in modernity relies and is derived from a persistent undertone of continuity in the realmof consumerism and exchange within social (urban) spaces. Many buildings and cities are highly codified and mechanistic, deliberately and systematically abstracting symbols from their historical and social context. Within the case study, Sex and the City (a reflection of contemporary society in the form of popular culture media), the protagonist of the series, Carrie Bradshaw interacts with Manhattan in a manner that signifies the intrinsic relationship between architecture, production, consumption, signification, representation and bodily experience within the city and it’s urban spaces. As contemporary urban flâneuse Carrie expedites her ability to reflect and inflect her independence and self-sufficiency within her own complexurban realm, a liberated female celebrating and demonstrating her independence through consumer culture, based on her own urban epistemology.

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4th Year: High rise

“For thousands of years, it had been nature--and its supposed creator--that had had a monopoly on awe. It had been the icecaps, the deserts, the volcanoes and the glaciers that had given us a sense of finitude and limitation and had elicited a feeling in which fear and respect coagulated into a strangely pleasing feeling of humility, a feeling which the philosophers of the eighteenth century had famously termed the sublime. But then had come a transformation to which we were still the heirs.... Over the course of the nineteenth century, the dominant catalyst for that feeling of the sublime had ceased to be nature. We were now deep in the era of the technological sublime, when awe could most powerfully be invoked not by forests or icebergs but by supercomputers, rockets and particle accelerators. We were now almost exclusively amazed by ourselves.” ― Alain de Botton, The Pleasures and Sorrows of Work

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GROUND PLAN PERSPECTIVE PLAN OF FOUR TOWERS AND SURROUNDING URBAN STRATEGY PROPOSED STRATEGY ENABLES CROSS SITE ACCESS AND ADDRESSES TO JAN GEHL’S SYDNEY 2030 URBAN PLANNING REPORT RECOMMENDATIONS

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VOID PERSPECTIVE FROM SECOND BEDROOM 12 METRE VOID RUNS THROUGHOUT THE APARTMENT THAT BEDROOMS AND STUDY OVER LOOK. THE NOTION OF THE ‘SUBLIME’ THAT IS EVOKED IN HIGH RISE SKYLINES IS TRANSLATED INTO THE DETAILED DESIGN OF THE APARTMENTS .

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Grand Central Apartments

Location: Cnr. Scott & Bolton Streets Newcastle NSW 2300 Cost:$20 million 9-storey incl. existing faรงade retention. 44 Serviced Apartments, 18 Residential Apartments & 1200 sqm. commercial space (Incl. Post Office Annexe) - Work undertaken as an architectural assistant under supervision whilst employed by EJE architecture

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