Issuu

Semester 1, 2021

Speculative Education Tower Tech 4 ARCH1016 Aleksandar Naumoski Saverio Curcio Tutorial Group 05 - Nic Bao

81 Bouverie Street CN ARCHITECTS

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

CONTENTS

FINAL DOCUMENTATION

p.g 3

WEEK 1 - SITE ANALYSIS WEEK 2 - FORM PRECEDENT, MATERIAL RESEARCH AND DETAIL STUDY WEEK 3 - NCC REPORT AND DRAWING SET WERK 4 - DRAWING SET

p.g.23 p.g.38 p.g.51 p.g.56

WEEK 6- ENGINEER AND MID SEMESTER PRESENTATIONS

p.g.68

WEEK 7 - DRAWING SET - PLANS WEEK 8 - DRAWING SET- PLANS, SECTIONS AND ELEVATIONS WEEK 9 - DRAWING SET - DETAILS WEEK 10 - DRAWING SET - DETAILS WEEK 11 - DRAWING SET DETAILS

p.g.85 p.g.102 p.g.113 p.g.125 p.g.134

WEEK 12 - FINAL DOCUMENTATION, MATERIAL SCHEDULE AND PERSPECTIVE VIEWS

p.g.141

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

A001 A100 A101 A102 A103 A104 A105 A200 A201 A300 A301 A400-A404 A500 A510 A600

Site Plan 1:200 Basement Floor Plan 1:50 Ground Floor Plan 1:50 Mezzanine Floor Plan 1:50 Typical Floor Plan 1:50 Roof Plan 1:50 Typical Reflected Ceiling Plan 1:50 Elevations – North and East 1:100 Elevations – South and West1:100 Section A-A 1:50 Section B-B 1:50 Typical Façade/Construction Details 1:10 Typical Amenities Plan 1:20 Typical Amenities Elevations 1:20 ‘Special’ Drawing axonometric - Facade detail

cn architects

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

520

2780

520

2780

BOUVERIE ST

CLIENT

CCZ5 520

2780

520

25 178 110 181 25

12940

SCHOOL OF ARCHITECTURE AND URBAN DESIGN

CCZ5

17025 13725 2780

520

2780

PARKING

520

2784 3040

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

521 520

REV. DETAILS

DATE

496

520

rev. 004

05.02.2021

ABBREVATIONS LEGEND NOTES

2780

DO1 Door - double glass curtain wall DO2 Door - Single, flush THE NORTHERN MOST TIP.interior THIS IS A HIGHLY VISIBLE SECTION OF DO3 Single, flush,AN narrow interior THE SITEDoor AND- PROVIDES OPPORTUNITY TO ENGAGE WITH THE DO4 Door - Double acting swing ALREADY HIGHLY PESDESTRIANISED INTERSECTION. DO5 Emergency exit door DO6 Roller door

VOID

4783

A200 2

QUEENSBERRY ST.

1483

VOID

1222

COLUMNS CAPPED WITH CONCRETE PAVER/HEAD 70MM THICK

EXTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

22516

NAVIGATION ROUTE

FINISHES LEGEND SLAB

ZONING

LOADING/ SERVICE ENTRANCE

DO3

A300

20225 3200

1914

3200 520 116

520

2400

605

164260260

1270 1600

1654

600 225

575 770

5155

1460

1200

1360

1395

4036

1200

900

1300

1200 900

1200

625

1200 3801

1200

2736

250

870

470

CLIENT

3300

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

260

1600

620

2805

520

280

LIFT 1 setback 5098

4858

491 189 520 1200 9380

175 864

1149

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT EDB

Fire hose reel Exit ELECTRICAL DISTRIBUTION BOARD

STEEL

FND CONC R-DB R-BV ALU CASS COP LVR PRB PC F-C PC PB CB PLY PNT MEMBR MTL CLMN

FOUNDATION CONCRETE RED DOUBLE-BRICK RED BRICK BENEER ALUMINIUM CASSETE PANEL

PLY

PLYWOOD

GND

EARTH

LIFT 2

COPPER LOUVER PERFORATED RED BRICK POLYCARBONATE SHEETING IN-SITU CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN

247

400 240285

EXIT

DO1

MTR

SLAB

RPB

RED PERFFORATED BRICK

RBV

RED BRICK VENEER

STL

STEEL

PLY

GND

21982

LIFT 2

REFUSE STORE 19.4

STL ABBREVATIONS LEGEND DO1 DO2 DO3 DO4 DO5 DO6

1394 520

100 1895

LIFT 1

1091

GOODS LIFT

2142

1200

A300

1361

520 843

FHR

2780

2142 6600

20320

DO3

COMPREHENSIVE DEPARTMENT ZONE RED BRICK VENEER

05.02.2021

FINISHES LEGEND

11.2 m2

1151

1297

1557

DO2

FIRE ESCAPE

486

6860

520 458 1025

32.7 m2

DO3

FRIGE 2.73 m2

525

5095

PLYWOOD

EARTH

A200

1175

COMMUNAL STUDY SPACE/ LIBRARY

D04

OVERHEAD STEELLINE ROLLER DOOR 2X 2800MM

DO6

41.5 m2

475

1200

3325

D04

925

3325

DO1 DO5

520

OUTDOOR ENTRY/ CAFE SPACE

21410

19.4 m2

A201

59.8 m2

50 520

OUTDOOR LOUNGE

CAFE

1850

7120

19355

20320

CCZ5

LANSDOWNE ST

700

1200

2080

GOODSLIFT

DO1

520

3325 DO1

1089

283

520

EXIT

3215 setback

CDZ2

DATE

rev. 004

1 3301

RBV

520 520

REV. DETAILS

setback

CAPITAL CITY ZONE RED PERFFORATED BRICK

18.5 m2

setback

4850

CCZ5

RPB

FOYER A

260

GLAZING SET BACK 3300M FROM BUILDING PERIMETER, RISING FROM GROUND FFL TO MEZZANINE FCL- 8000MM. PROVIDING OUTLOOK ONTO OUTSIDE PEDESTRIAN CORNER TRAFFIC

DO2

MTR

RL 2 3.00

*NOTES- HALF TONE BRICK PATTERN INDICATES RED BRICK VEENER OVER STRUCTURAL CONCRETE BEAM AND COLUMN 470 MM X 470MM RED PERFORATED BRICK WALL PANELS SIT INBETWEEN STRUCTURAL CONCRETE BEAM AND COLUMN GRID SYSTEM

33 42

PARKING

520

QUEENSBERRY ST.

FHR FireST hose reelBE A KEY PEDESTRIAN EXPERIENCE THAT BOUVERIE IS TO EXIT Exit WILL CONNECT THE AQUATIC CENTRE WITH ITS NEIGHBOURING EDB ELECTRICAL DISTRIBUTION BOARDOF THE SITE, THIS RESIDENTS AND GIVEN THE ORIENTATION EASTERN EDGE WILL LIKELY PROVIDE THE HIGHEST LEVEL OF FND FOUNDATION VISIBILITY TO THE SPECULATIVE DESIGN TOWER SO THIS WILL BE CONC CONCRETE A BIG CONSIDERATION DURING DESIGN DEVELOPMENT. R-DB RED DOUBLE-BRICK R-BV RED BRICK BENEER ALU ALUMINIUM CASSETE PANEL CASS LEGEND COP COPPER LOUVER LVR PRB PERFORATED RED BRICK PC POLYCARBONATE SHEETING F-C IN-SITU CONCRETE APPARTMENTS ZONE PC PRECAST CONCRETE PB PLASTERBOARD CB CABLE SITE GROUND PLY PLYWOOD PNT PAINTED MEMBR MEMBRANE MTL METAL SITE BOUNDARY CLMN COLUMN

520

6860

2375

765 470

478

GROUND FLOOR FFL

DRAWN

CHECKED

Author

Checker As indicated@A1

SCALE

JOB No. DRAWING No.

REVISION

A101

1 : 50

20600 DO2

DO2

24.5 m2

525 1185

1600

870

NORTH

Project Status

0001

ACCESSABLE TOILET 4.8 m2

GROUND FLOOR PLAN

1200

9 m2

520

10.

9375

610 375 522

950

MALE WC

9 m2

FHR

67.5 m2

DRAWING TITLE

1200

DO6

FEMALE WC

SPECULATIVE EDUCATION TOWER Enter address here

4978

2780

EXIT

COMMUNAL STUDY SPACE/ LIBRARY

PROJECT

CCZ5

FEMALE WC 9 m2

1200

SPECULATIVE EDUCATION TOWER DRAWING TITLE

CDZ2

MALE WC

MEZZANINE SITE PLAN FLOOR PLAN

9 m2

COMMUNAL STUDY SPACE/ LIBRARY

1 A201

PROJECT

Enter address here

BOUVERIE ST

2775

EXIT

4.8 m2

INDIVIDUAL STUDY SPACE

9647

DO1

1 A500

ACCESSABLE TOILET

RESIDENTIAL TOWER

PARKING

NORTH

CONSTRUCTION SITE

460 455

10.

460

Project Status 520

G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\w8\SPECULATIVE EDUCATION TOWER 3.0sem\W12\FINAL DRAWING FILES\SPECULATIVE PLAN DRAWINGS.rvt EDUCATION TOWER 5/29/2021 5/2/2021 3:24:37 5:04:05 PM AM 3.0- SITE PLAN.rvt

24.5 m2

OVERHEAD STEELLINE ROLLER DOOR 2X 2800MM

0 24.0 RL

LOADING ROOM

45.8 m2

0 25.0 RL

LOADING ZONE

setback 478

G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\w8\SPECULATIVE EDUCATION TOWER 3.0PLAN DRAWINGS.rvt 5/2/2021 3:24:31 PM

LOADING BAY 6583

67.6 m2

520

2780

DO6

9923

DO2

FOYER EXIT

573

1620

DO2

520

1620

EXIT

DRAWN

CHECKED

SCALE

AN + & SC

Nic Bao

As indicated@A1

JOB No.

0001

Site 1 FLOOR FFL 11: :200 50

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

REVISION

A001 A102

Semester 1, 2021

20141 3142

470

1604

150

1945

150

CLIENT

5005

2750

150 150

1314

2050 100

150 150

2000

2115

100

3726

470

150

1349

2880

450

7075

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

450

150

REV. DETAILS

DATE

F-CONC3

DO1

3004

COMMS ROOM F-CONC3

SECURITY

19 m²

10 m²

F-CONC 1

ALLUMINIUM BIKE RACKS / PARKING

GLAZED INTERIOR SCREENING WALL

470

GLZ-T01

150

F-CONC3

ABBREVATIONS LEGEND

F-CONC3

2844

450

---

1668

F-CONC3

2830

DO2

F-CONC3

150

DO3

SUBSTATION

470 1

150

S-R

F-CONC3

FINISHED CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN GLAZED CURTAIN WALL INTERIOR TILES

MTR

SLAB

RPB

RED PERFFORATED BRICK

RBV

RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

2830

F-CONC3

LIFT 1

LIFT 2

470

F-CONC3 F-CONC3

F-CONC3

20254

1992

GOODS LIFT

150

20254

Fire hose reel Exit ELECTRICAL DISTRIBUTION BOARD SERVICE RISER FOUNDATION CONCRETE PERFORATED RED BRICK RED BRICK VENEER RED DOUBLE-BRICK ALUMINIUM CASSETE PANEL COPPER LOUVER POLYCARBONATE SHEETING POLISHED CONCRETE

FHR

A300

FHR EXIT EDB S-R FND CONC RB-T01 RB-T02 RB-T03 AL-CA CO-LV PC F-CONC1 F-CONC2 F-CONC3 PC PB CB PLY PNT MEMBR MTL CLMN GLZ-T1 TL-01

FINISHES LEGEND

11.2 m2

2250

6450

FIRE ESCAPE

F-CONC3

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

EXIT

DO5

30 m² F-CONC 1

F-CONC3

DO1 DO2 DO3 DO4 DO5 DO6

DO2

FOYER / BIKE STORE

15 m² F-CONC 1

2830

3150

ELECTRICAL SERVICES F-CONC3

F-CONC3

191 m²

F-CONC3

F-CONC 1

470

150

F-CONC3

ALLUMINIUM BIKE RACKS / PARKING

DO2

PROJECT 2830

150

40 m²

ACCESSABLE TOILET

F-CONC 1 F-CONC3

F-CONC3

TL-01

SPECULATIVE EDUCATION TOWER Enter address here

2250

WATER STORAGE

235 2553

9 m2 TL-01

2553

9 m2 TL-01

3075

MALE WC

NORTH

ONGOING 450

F-CONC3

443

10.

443

F-CONC3

450

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt 11/05/2021 4:21:24 PM

FEMALE WC

DRAWING TITLE

BASEMENT FLOOR PLAN

100

TL-01

100

6300

4.8 m2

DRAWN

CHECKED

Author

Checker As indicated@A1

SCALE

JOB No.

0001

BASEMENT FFL 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

REVISION

A100

Semester 1, 2021

E C

H F

16200 2770

-B

670

940

911

CLIENT CLIENT

3296

2350

1859

6579

940 3295 1270

1914

2350

600 225

770

1360

1395

940

3300

5155

900

2355

2350

940 3300

1300

900

1201

4720

4036

625

2335

F 1241

3801

building building100, 100,Victoria VictoriaSt St Melbourne, Melbourne,VIC, VIC,3000 3000 TT(00) (00)0000 00000000 0000

3300

470

REV. REV. DETAILS DETAILS

DATE DATE

rev. rev. 004 004 RB-T02

EXIT

975

RB-T01

ABBREVATIONS ABBREVATIONSLEGEND LEGEND DO1 DO1 DO2 DO2 DO3 DO3 DO4 DO4 DO5 DO5 DO6 DO6

2615

GLZ-T01

DO1

5095

470

2580

DO5

RB-T01

CAFE

GLZ-T1

59.8 m2 RB-T02

F-CONC 1

EXIT

2820

FIRE ESCAPE

1300

A300

S-R

1895

LIFT 2

LIGHT UNIT 2 60 VA 277W

REFUSE STORE 19.4 m2 RB-T02

EXIT

STEEL

PLY

SINGLE GANG SWITCH PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

DO1 DO5

FOYER

DO4

3325

470

3300

STL

F-CONC3

LIGHT UNIT 1 80 Va 120 W

1850

RED BRICK VENEER

F-CONC 2

RB-T01

3325

RED PERFFORATED BRICK EXHAUST FAN

DOUBLE TWO WAY SWITCH

247

2820

20270

6600

LIGHT UNIT 2 - 60 VA 277W

RPB

470

LIFT 1

5 6

LIGHT UNIT 3 - 80 Va 120 W SLAB

RBV

GOODS LIFT

MTR

F-CONC3

2142

3290

RB-T01

LIGHT UNIT 1 - 80 Va 120 W

100 1

FHR

DO3 LIGHT UNIT 3 80 Va 120 W

FHR FHR Fire hoseFire reelhose reel EXIT Exit EXIT Exit EDB ELECTRICAL DISTRIBUTION BOARD S-R SERVICE RISER FND FOUNDATION CONC CONCRETE RB-T01 PERFORATED RED BRICK CEILING COMPONENTS RB-T02 RED BRICK VENEER RB-T03 RED DOUBLE-BRICK AL-CA ALUMINIUM CASSETE PANEL CO-LV COPPER LOUVER LIGHTS ELECTRICAL PC POLYCARBONATE SHEETING WIRES F-CONC1 POLISHED CONCRETE F-CONC2 F-CONC3 FINISHED CONCRETE SPRIKLER PC PRECAST CONCRETE PLUMBING LINES PB PLASTERBOARD CB CABLE SPRINKLER PLY PLYWOOD PNT PAINTED MEMBR MEMBRANE MTL METAL EXIT CLMNEXIT COLUMN GLZ-T1 GLAZED CURTAIN WALL TL-01 INTERIOR TILES

FINISHES LEGEND

11.2 m2

1361

1100

GLZ-T1

EXIT

DO5

2 m²

1149

32.7 m2

EXIT

FRIDGE

Door glass - double glasswall curtain wall Door - double curtain Door flush - Single, flush interior Door - Single, interior Door flush, - Single, flush,interior narrow interior Door - Single, narrow Door -acting Double acting swing Door - Double swing Emergency Emergency exit door exit door Roller door Roller door

864

DO3

1151

175

OUTDOOR ENTRY/ CAFE SPACE

F-CONC3

2142

470

3290

1025

1880

05.02.2021 05.16.2021

67.6 m2 F-CONC 1

2820

925

OVERHEAD STEELLINE ROLLER DOOR 2X 2800MM

GLZ-T1

DO4

RB-T01

RB-T03

DO6

7 1620 470

DO2

EXIT

FOYER 67.6 m2

DO6

F-CONC 1

LIGHT UNIT 2 60 VA 277W

TL-01

24.5 m2

2561

3 FLOOR FFL 1 GROUND FLOOR FFL 1 : 50 1 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

974

SPECULATIVE SPECULATIVE EDUCATION EDUCATION TOWER Enter Enter address address here here DRAWING DRAWING TITLE TITLE

A510

470

A511

PROJECT PROJECT

GROUND FLOOR PLAN TYPICAL REFLECTED CEILING PLAN

DO6

1675

10.

1 A500

4.8 m2

FHR

MALE WC

9 m2

TL-01

NORTH NORTH

870

FEMALE WC

10.

2 ACCESSABLE TOILET

OVERHEAD STEELLINE ROLLER DOOR 2X 2800MM

EXIT

2375

A510

DO1

950

45.8 m2

LIGHT UNIT 2 60 VA 277W PB

DO5

765

2820

LOADING ROOM

9 4978

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt \\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE EDUCATION TOWER 3.011/05/2021 4:24:42 PM reflected ceiling plan.rvt 18/05/2021 2:26:42 PM

LOADING ZONE

9923

EXIT

DO2

EXIT

470

3300

1620

EXIT

ONGOING Project Status DRAWN DRAWN

CHECKED CHECKED

Author AN & SC

Checker Nic Bao As As indicated@A1 indicated@A1

SCALE SCALE

JOB JOB No. No.

0001 0001 DRAWING DRAWING No. No.

REVISION REVISION

A101 A104

Semester 1, 2021

I CLIENT

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

2780

520

2780

520

2780

520

2784

178 110 181

REV. DETAILS

DATE

rev. 004 RB-T02

496

RB-T01

ABBREVATIONS LEGEND

2780

GLZ-T01

VOID

RB-T01

520

RB-T02

INTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

1483

VOID

*NOTES- HALF TONE BRICK PATTERN INDICATES RED BRICK VEENER OVER STRUCTURAL CONCRETE BEAM AND COLUMN 470 MM X 470MM

F-CONC3

RED PERFORATED BRICK WALL PANELS SIT INBETWEEN STRUCTURAL CONCRETE BEAM AND COLUMN GRID SYSTEM

1222

33 42

05.02.2021

COLUMNS CAPPED WITH CONCRETE PAVER/HEAD 70MM THICK

DO3

EXTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

GLAZING SET BACK 3300M FROM BUILDING PERIMETER, RISING FROM GROUND FFL TO MEZZANINE FCL- 8000MM. PROVIDING OUTLOOK ONTO OUTSIDE PEDESTRIAN CORNER TRAFFIC

SERVICE CLOSET EXIT

DO5

2 m²

DO1 DO2 DO3 DO4 DO5 DO6

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT EDB S-R FND CONC RB-T01 RB-T02 RB-T03 AL-CA CO-LV PC F-CONC1 F-CONC2 F-CONC3 PC PB CB PLY PNT MEMBR MTL CLMN GLZ-T1 TL-01

FINISHED CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN GLAZED CURTAIN WALL INTERIOR TILES

FINISHES LEGEND

FIRE ESCAPE 11.2 m2

4 1

MTR

SLAB

RPB

RED PERFFORATED BRICK

RBV

RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

FHR DO3

A300

FOYER

4850

S-R

18.5 m2 GLZ-T01

F-CONC3

F-CONC 1

GLZ-T01

RB-T02

RB-T01

DO1

GOODSLIFT

LIFT 1

LIFT 2

7120

19355

5 OUTDOOR LOUNGE

F-CONC3 GLZ-T01

19.4 m2 F-CONC 2

DO1

COMMUNAL STUDY SPACE/ LIBRARY 41.5 m2 F-CONC 1

COMMUNAL STUDY SPACE/ LIBRARY 67.5 m2 F-CONC 1

7 INDIVIDUAL STUDY SPACE

9647

24.5 m2

PROJECT

F-CONC 1

DO2

SPECULATIVE EDUCATION TOWER Enter address here

ACCESSABLE TOILET RB-T01

TL-01

4.8 m2

GLZ-T01

TL-01

RB-T02

DRAWING TITLE

1185

FEMALE WC 9 m2 TL-01

MEZZANINE FLOOR PLAN

MALE WC 9 m2 TL-01

COMMUNAL STUDY SPACE/ LIBRARY

1200

NORTH

ONGOING 455

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt 11/05/2021 4:26:48 PM

10.

DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

As indicated@A1

JOB No.

0001

1 FLOOR FFL 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

REVISION

A102

Semester 1, 2021

19051

CLIENT 16841 321 470

2830

470

2830

470

2010

2830

470

7400

1400

2830

470

100

2456

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

395

5151

---

REV. DETAILS

DATE

80 321

470

258321

470 321

CO-LV

ABBREVATIONS LEGEND

TEACHING SPACE 1 35 m²

2830

F-CONC 1

4808

LOUNGE / WAITING

2830

470

GLZ-T1

470

F-CONC3

DO3

SERVICE CLOSET

EXIT

DO5

A300

S-R

TEACHING SPACE 2

DO2

150

4692

F-CONC3

RPB

RED PERFFORATED BRICK

RBV

RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

F-CONC3

2830

1992

GOODS LIFT

LIFT 1

LIFT 2

470

F-CONC3 PB

GLZ-T1

20666

CO-LV

6500

2835

SLAB

33 m² GLZ-T1

150

470

MTR

FHR

CO-LV

20087

FINISHED CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN GLAZED CURTAIN WALL INTERIOR TILES

DO3

F-CONC 1

FHR EXIT EDB S-R FND CONC RB-T01 RB-T02 RB-T03 AL-CA CO-LV PC F-CONC1 F-CONC2 F-CONC3 PC PB CB PLY PNT MEMBR MTL CLMN GLZ-T1 TL-01

FINISHES LEGEND

11.2 m2

470

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

DO2

FIRE ESCAPE

2250

470

2 m²

100

2830

150

6706

56 m² F-CONC 1

DO1 DO2 DO3 DO4 DO5 DO6

COPPER LOUVER COPPER LOUVER HINGE HOUSING. (COPPER FLASHING LEDGE)

DUAL SEATING STUDY PODS / BOOTHS

2830

2855

STUDY POD SPACE / FOYER

4795

102 m² F-CONC 1

CONCRETE ROOF FOR LEVEL 4 (OFFSET)

SCREEN WALL TO WATER CLOSETS FITTED WITH LOCKERS

TEACHING SPACE 3 40 m²

150

DO2

GLZ-T1

TL-01

Enter address here TL-01

4.8 m2

470

4980

100

9 m2

2925

TYPICAL FLOOR PLAN

MALE WC 9 m2 TL-01

2630

TL-01

DRAWING TITLE

2925

5130

FEMALE WC

NORTH

450

10.

450

ONGOING 450

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt 11/05/2021 4:30:21 PM

SPECULATIVE EDUCATION TOWER

ACCESSABLE TOILET PB

TL-01

100

470

PROJECT

6410

2250

2830

F-CONC 1

150

2830

440

1044

457 99

DRAWN

CHECKED

Author

Checker As indicated@A1

SCALE

JOB No.

0001

5 FLOOR FFL 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

REVISION

A103

Semester 1, 2021

D C

G F

I CLIENT

18373 153 1

941

SCHOOL OF ARCHITECTURE AND URBAN DESIGN

9577 3626

449

520 520

3666 17025

9885

2780 2780

520

2780

496

REV. DETAILS

3 sets. Solar panels to be set on framing bracket as per manufactorers DO1 Door - double glass curtain wall specifications. Panels set an angle of 30 degrees for maximum solar DO2 Door - Single, flush interior access for Melbourne climate conditions. DO3 Door - Single, flush, narrow interior DO4 Door - Double acting swing DO5 Emergency exit door DO6 Roller door

SERVCE ZONE

7214

5458

VOID

33 42

COLUMNS CAPPED WITH CONCRETE PAVER/HEAD 70MM 470 X 470 MM CONCRETE THICK BEAM - to follow grid of structural column system

EXTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

*NOTES- HALF TONE BRICK PATTERN INDICATES RED BRICK VEENER OVER STRUCTURAL CONCRETE BEAM AND COLUMN 470 MM X 470MM

GLAZING SET BACK 3300M FROM BUILDING PERIMETER, RISING FROM GROUND FFL TO MEZZANINE FCL- 8000MM. PROVIDING OUTLOOK ONTO OUTSIDE PEDESTRIAN CORNER TRAFFIC

DO2

ROOFTOP PRESENTATION SPACE 51.7 m2

DATE 05.02.2021

SOLAR PANELS MAXEON SUNPOWER PERFORMANCE 3 415-COM-1500. From Northern

RED PERFORATED BRICK WALL PANELS SIT INBETWEEN STRUCTURAL CONCRETE BEAM AND COLUMN GRID SYSTEM

1222

ABBREVATIONS LEGEND FHR Fire hose reel EXIT Exit EDB ELECTRICAL DISTRIBUTION BOARD F-C IN-SITU CONCRETE PC PRECAST CONCRETE FND FOUNDATION D07 Double, flush exterior CONC CONCRETE T01 TIMBER R-DB RED DOUBLE-BRICK S01 SOLAR ARRANGEMENT R-BV RED BRICK BENEER PNT PAINTED ALU MEMBR ALUMINIUM MEMBRANECASSETE PANEL CASS MTL METAL COP COPPER LOUVER RD ROOF DRAIN LVR CLMN COLUMN PRB PERFORATED WT WATERTANK RED BRICK PC POLYCARBONATE SB SITEBOUNDARY SHEETING F-C IN-SITU CONCRETE PC PRECAST CONCRETE PB PLASTERBOARD CB CABLE PLY PLYWOOD PNT PAINTED FINISHES LEGEND MEMBR MEMBRANE MTL METAL CLMN COLUMN CONC CONCRETE T01 TIMBER LATTICE FINISHES LEGEND MTR T02

SLAB TIMBER DECKING

SO1 RPB

SOLAR PANELS RED PERFFORATED BRICK

PF RBV

PARPET FLASHING RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

1 DO3

A300

FOYER

5087

18.5 m2

3366

521 520

edge of roof (of main building), lay out panels as follows: 2 sets of 8 panels ABBREVATIONS LEGEND followed by 1500mm break for access. Repeat on timber lattice for a total of

VOID

SOLAR PANEL ARRANGEMENT Install in sets - rows of 8 as per manufacturers specification. DO1

19355 20760 7120

GOODSLIFT

LIFT 1

LIFT 2

OUTDOOR LOUNGE 19.4 m2

4o FALL

1571

2784

ALUMINIUM DRAINAGE GRATE - containing guttering system and connection into downpipes- 60MM radius

1483

20320

520

3040

4850

2780

rev. 004

FIXED ALUMINIUM PARTITION SCREENING Clik’n’Fit® Slat Screen with above ground post in ManorRed

2780 520

4783

520

12940

56.6 m2

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

120 0

PARPET ALUMINIUM FLASHING running on top of of parpet cassettes

520 140 167

520

2780

1008

4463

13725 520

25 178 110 181 25

2957

4o FALL

DO1

COMMUNAL STUDY SPACE/ LIBRARY

ROOFTOP COURTYARD

41.5 m2

240 m2

COMMUNAL STUDY SPACE/ LIBRARY

9905

DO2

ROOFTOP COURTYARD

PROJECT

SPECULATIVE EDUCATION TOWER

240 m2

Enter address here

ACCESSABLE TOILET 4.8 m2

DRAWING TITLE

525

SOLAR PANEL ARRANGEMENT Install in sets - rows of 8 as per manufacturers specification.

FEMALE WC 9 m2

MEZZANINE ROOF PLAN FLOOR PLAN

MALE WC 9 m2

COMMUNAL STUDY SPACE/ LIBRARY

NORTH

1200

3366

1185

1 FLOOR ROOF PLANFFL

1 1 1 : 150: 50

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWN

Author AN & SC 548

10.

460 455

10.

460

Project Status 520

G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\w8\SPECULATIVE EDUCATION TOWER 3.0PLAN DRAWINGS.rvt 5/2/2021 3:29:39 PM 3:24:37

DO2

24.5 m2

1329

INDIVIDUAL STUDY SPACE

2775

9647

3366

67.5 m2

SOLAR PANEL ARRANGEMENT Install in sets - rows of 8 as per manufacturers specification.

CHECKED

SCALE

Checker Nic Bao As indicated@A1

JOB No.

0001

DRAWING No.

A103 A102 A104

REVISION

Semester 1, 2021

16200 2770 670 911

3296

940

2350 1859

940 3295

CLIENT 6579

2350

940

2350

3300

2355 940

4720

3300

2335

1201

1241

SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

REV. DETAILS

DATE

rev. 004

975

05.16.2021

DO1 DO2 DO3 DO4 DO5 DO6

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT

Fire hose reel Exit

470

2580

2615

ABBREVATIONS LEGEND

CEILING COMPONENTS

2 1880

LIGHTS ELECTRICAL WIRES

470

3290

SPRIKLER PLUMBING LINES

EXIT

SPRINKLER

EXIT

2820

LIGHT UNIT 1 - 80 Va 120 W

LIGHT UNIT 3 - 80 Va 120 W LIGHT UNIT 2 - 60 VA 277W

EXHAUST FAN

470

3290

LIGHT UNIT 3 80 Va 120 W

DOUBLE TWO WAY SWITCH

SINGLE GANG SWITCH

LIGHT UNIT 2 60 VA 277W

2820

20270

470 470

2820

3300 3300

LIGHT UNIT 1 80 Va 120 W

EXIT

LIGHT UNIT 2 60 VA 277W

PROJECT EXIT

LIGHT UNIT 2 60 VA 277W

EXIT

LIGHT UNIT 2 60 VA 277W

SPECULATIVE EDUCATION TOWER Enter address here DRAWING TITLE

470

2561

TYPICAL REFLECTED CEILING PLAN

1675

NORTH

10.

3 FLOOR FFL 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

974

\\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE EDUCATION TOWER 3.0reflected ceiling plan.rvt 18/05/2021 2:26:42 PM

2820

Project Status DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

As indicated@A1

JOB No.

0001 DRAWING No.

A104 A105

REVISION

Semester 1, 2021

B 3

2350

940

3295

520

2780

520

2780

3300

G I

H GF

G H 2355

2350

940

4720

17025

3300

2335

2780

520

2780

I B

520 CLMN

building 100, building 100, Victoria Victoria St St Melbourne, Melbourne, VIC, VIC, 3000 3000 T (00) 0000 0000 0000 0000 T (00) WD

2784

521

3040

520

REV. DETAILS REV. DETAILS

ALU CASS

975

496

520

ABBREVATIONS LEGEND

ABBREVATIONS ABBREVATIONS LEGEND LEGEND

ALU CASS

2615

4000

2580

VOID

4000

4783

1880

520

COP LVR

VOID

EXIT

COP LVR

4000

DO2

DO3

MEM BR

470

4000

3290

4850

18.5 m2

5 FLOOR FFL 20000

DO1

GOODSLIFT

LIFT 1

LIFT 2

ALU CASSLIGHT UNIT 2

7120

19355

4 FLOOR FFL 16000

OUTDOOR LOUNGE

4000 470

RBV

RED BRICK VENEER

STL

DOUBLE TWO WAY SWITCH STEEL

PLY

SINGLE GANG SWITCH PLYWOOD

GND

EARTH

ALU CASS

4000

19.4 m2

3300

LIGHT UNIT 3 - 80 Va 120 W SLAB LIGHT UNIT 2 - 60 VA 277W RED PERFFORATED BRICK EXHAUST FAN

60 VA 277W

2820

20320

20270

ALU CASS

LIGHT UNIT 1 - 80 Va 120 W

FINISHES LEGEND

RPB

FOYER

LIGHT UNIT 3 80 Va 120 W

Roller Roller door door Fire hose reel

Exit hose Fire Fire hose reel reel EXIT Exit EXIT Exit EDB ELECTRICAL DISTRIBUTION BOARD FND FOUNDATION CONC FOUNDATION CONCRETE FND R-DB RED DOUBLE-BRICK CONC CONCRETE R-BV RED DOUBLE-BRICK BRICK BENEER R-DB RED CEILING COMPONENTS ALU ALUMINIUM CASSETE PANEL R-BV RED BRICK BENEER CASS ALU ALUMINIUM CASSETE PANEL COP COPPER LOUVER CASS LIGHTS ELECTRICAL LVR COP COPPER LOUVER WIRESRED BRICK PRB PERFORATED LVR PC POLYCARBONATE PRB PERFORATED RED SHEETING BRICK F-C IN-SITU CONCRETE PC POLYCARBONATE SHEETING PC PRECAST CONCRETE SPRIKLER F-C IN-SITU CONCRETE PB PLASTERBOARD PLUMBING LINES PC PRECAST CONCRETE CB CABLE PB PLASTERBOARD PLY PLYWOOD CB CABLE SPRINKLER PNT PAINTED PLY PLYWOOD MEMBR PAINTED MEMBRANE PNT MTL METAL MEMBR MEMBRANE CLMN METAL COLUMN MTL EXIT EXIT CLMN COLUMN

MTR

COP LVR

A300 5 FLOOR FFL 20000

GLAZING SET BACK 3300M FROM BUILDING PERIMETER, RISING FROM GROUND FFL TO MEZZANINE FCL- 8000MM. PROVIDING OUTLOOK ONTO OUTSIDE PEDESTRIAN CORNER TRAFFIC

6 FLOOR FFL 24000

EXTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

4000

COP LVR

2820

1222

COLUMNS CAPPED WITH CONCRETE PAVER/HEAD 70MM THICK

4 FLOOR FFL 16000

Door - double glass curtain wall Door --- double Single,glass flush curtain interior Door Door double glass curtain wall wall Door --- Single, Single, flush flush,interior narrow interior Door Door Single, flush interior Door --- Single, Doubleflush, actingnarrow swing interior Door Door Single, flush, narrow interior Emergency exit door swing Door -- Double acting Door Double acting swing Roller door exit Emergency Emergency exit door door

EXIT

6 FLOOR FFL 24000

MEM BR

33 42

COP LVR

7 FLOOR FFL 28000

4000

3290

1483

470

4000

7 FLOOR FFL 28000

DO6 DO6 FHR EXIT FHR FHR

ALU CASS

DO1 DO2 DO1 DO1 DO3 DO2 DO2 DO4 DO3 DO3 DO5 DO4 DO4 DO6 DO5 DO5

COP LVR

8 FLOOR FFL 32000

470

2780

8 FLOOR FFL 32000

05.16.2021 05.02.2021

9 FLOOR FFL 36000

DATE DATE

rev. rev. 004 004

4000

9 FLOOR FFL 36000

CLIENT CLIENT SCHOOL OF ARCHITECTURE AND URBAN DESIGN

1241

2780

1201

PC BM

520

12940

I DC

H E

13725 520

25 178 110 181 25

3475

E 6579

940

1859

PC BM

PC CLMN

3296

940

911

16200

2770 670

3475

10.

LIGHT UNIT 1 80 Va 120 W

DO1

COMMUNAL STUDY SPACE/ LIBRARY

3 FLOOR FFL 12000

41.5 m2

COMMUNAL STUDY SPACE/ LIBRARY

2 FLOOR FFL 8000

4000

67.5 m2

2820

4000

ALU CASS

2 FLOOR FFL 8000 ALU

3300 R-BV

PRB

INDIVIDUAL STUDY SPACE

DO2

ACCESSABLE LIGHT UNIT 2 60 VA TOILET 277W

2820

4.8

PROJECT PROJECT R-BV

PRB

1 FLOOR FFL 4000 LIGHT UNIT 2 60 VA 277W

LIGHT UNIT 2 60 VA 277W

R-BV

SPECULATIVE SPECULATIVE EDUCATION TOWER TOWER EDUCATION Enter address Enter address here here

DRAWING TITLE DRAWING TITLE

FEMALE WC

TYPICAL REFLECTED ELEVATIONS MEZZANINE FLOOR - NORTH AND EAST PLAN CEILING PLAN

MALE WC

GROUND FLOOR 0 FFL

9 m2

COMMUNAL STUDY SPACE/ LIBRARY

NORTH NORTH 1675

1200

10.

3 FLOOR FFL 1 East 1 FFL 1 : FLOOR 50Elevation 1 1 1 : 1100 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

Project Status Project Status

974

460 455

460

520

EXIT

4000 470

2561

GROUND FLOOR 0 FFL

10.

DO2

EXIT

525 1185

4000

\\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\w8\SPECULATIVE EDUCATION EDUCATION TOWERTOWER 3.03.0-TOWER3.0 PLAN reflected DRAWINGS.rvt ceiling plan.rvt ELEVATIONS.rvt 5/2/2021 18/05/2021 3:21:27 3:24:37 2:26:42 PMPM

1 FLOOR FFL 4000

DO2

EXIT

24.5 m2

4000

2775

9647

4000

470

R-BV

DRAWN DRAWN

Author AN AN & & SC SC

CHECKED CHECKED

SCALE SCALE

Checker Nic Nic Bao Bao As As indicated@A1 indicated@A1

JOB No. JOB No.

North Elevation 1 : 100

0001 0001

DRAWING No. DRAWING No.

A200 A102 A104

REVISION REVISION

Semester 1, 2021

D 6

B 3 G

A E5

PC CLMN

PC BM

2350

PC CLMN

2780

520

2780

3475 3475

3300

2780

520

4720

17025

3300

2335

2780

2784

PC BM

521

3040

PC CLMN

520

REV. DETAILS DETAILS REV.

COP LVR

ALU CASS

975

LEVEL 7 FCL 31500

VOID

4000 4000 MEM BR

COP LVR

MEM BR

FLOOR FFL 28000 7 FLOOR FFL 728000

4000 4000

COP LVR

ALU CASS

MEM BR

VOID

EXIT

COPCOP LVR LVR

*NOTES- HALF TONE BRICK PATTERN INDICATES RED BRICK VEENER OVER STRUCTURAL CONCRETE BEAM AND COLUMN 470 MM X 470MM

23500

DO2

4000 4000

2820

Level 5 FCL

COP LVR

MEM BR

470

FLOOR FFL 20000 5 FLOOR FFL 520000

18.5 m2

MEM BR

LEVEL 4 FCL 19500

DO1

GOODSLIFT

LIFT 1

LIFT 2

2820

20270

FLOOR FFL 16000 4 FLOOR FFL 416000

OUTDOOR LOUNGE 19.4 m2

4000 4000

LEVEL 3 FCL 15500

ALU CASS ALU CASS

470

3300

RED BRICK VENEER

STL

DOUBLE TWO WAY SWITCH STEEL

PLY

SINGLE GANG SWITCH PLYWOOD

GND

EARTH

277W

4000 4000

7120

19355

ALULIGHT UNIT 2 CASS 60 VA

LIGHT UNIT 3 - 80 Va 120 W SLAB LIGHT UNIT 2 - 60 VA 277W RED PERFFORATED BRICK EXHAUST FAN

RBV

COP LVR

LIGHT UNIT 1 - 80 Va 120 W

FINISHES LEGEND

RPB

FOYER

LIGHT UNIT 3 80 Va 120 W

ALU CASS

DO1 Door - double glass curtain wall DO2 Door --- double Single,glass flush curtain interior DO1 Door DO1 Door double glass curtain wall wall DO3 Door --- Single, Single, flush flush,interior narrow interior DO2 Door DO2 Door Single, flush interior DO1 Door - double glass curtain wall DO4 Door --- Single, Doubleflush, actingnarrow swing interior DO3 Door DO3 Door Single, flush, narrow interior DO2 Door - Single, flush interior DO5 Emergency exit door swing DO4 Door --- Double acting DO4 Door Double acting swing interior DO3 Door Single, flush, narrow DO6 Roller door exit DO5 Emergency door DO5 Emergency exit door swing DO4 Door - Double acting DO6 Roller DO6 Roller door door exit door DO5 Emergency FHR Fire hose reel DO6 Roller door EXIT Exit hose FHR Fire FHR Fire hose reel reel EXIT Exit EXIT Exit hose reel FHR Fire EDB ELECTRICAL DISTRIBUTION BOARD EXIT Exit FND FOUNDATION FND CONC FOUNDATION CONCRETE CONC CONCRETE R-DB RED DOUBLE-BRICK FND FOUNDATION R-DB RED DOUBLE-BRICK R-BV REDCOMPONENTS BRICK BENEER CEILING CONC CONCRETE R-BV RED BRICK BENEER ALU ALUMINIUM CASSETE PANEL R-DB RED DOUBLE-BRICK ALU ALUMINIUM CASSETE PANEL CASS R-BV RED BRICK BENEER CASS COP COPPER LOUVER ALU ALUMINIUM CASSETE PANEL ELECTRICAL COP COPPERLIGHTS LOUVER LVR CASS WIRES LVR PRB PERFORATED RED BRICK COP COPPER LOUVER PRB PERFORATED RED SHEETING BRICK PC POLYCARBONATE LVR PC POLYCARBONATE SHEETING F-C IN-SITU CONCRETE PRB PERFORATED RED BRICK SPRIKLER F-C IN-SITU CONCRETE PC PRECAST CONCRETE PC POLYCARBONATE SHEETING PLUMBING LINES PC PRECAST CONCRETE PB PLASTERBOARD F-C IN-SITU CONCRETE PB PLASTERBOARD CB CABLE PC PRECAST CONCRETE CB CABLE PLY PLYWOOD PB PLASTERBOARD SPRINKLER PLY PLYWOOD PNT PAINTED CB CABLE PNT MEMBR PAINTED MEMBRANE PLY PLYWOOD MEMBR MEMBRANE MTL METAL PNT PAINTED MTL CLMNEXITMETAL COLUMN EXIT MEMBR MEMBRANE CLMN COLUMN MTL METAL CLMN COLUMN

MTR

COP LVR

DO3

3290

4850

GLAZING SET BACK 3300M FROM BUILDING PERIMETER, RISING FROM GROUND FFL TO MEZZANINE FCL- 8000MM. PROVIDING OUTLOOK ONTO OUTSIDE PEDESTRIAN CORNER TRAFFIC

FLOOR FFL 24000 6 FLOOR FFL 624000

EXTERIOR BALCONY BALASTRADE RISE 1500MM CAPPED WITH ALLUMINIUM HANDRAIL FLASHING

COP LVR

20320

DATE 05.16.2021 05.02.2021

ABBREVATIONS LEGEND

FLOOR FFL 32000 8 FLOOR FFL 832000

LEVEL 4 FCL 19500

ALU CASS LIGHT UNIT 1 80 Va 120 W

COP LVR

DO1

COMMUNAL STUDY SPACE/ LIBRARY

3 FLOOR FFL 12000 3 FLOOR FFL 12000

FLOOR FFL 12000 3 FLOOR FFL 312000

41.5 m2

LEVEL 2 FCL 11500

COMMUNAL STUDY SPACE/ LIBRARY

ALU CASS

4000 4000

67.5 m2

2820

4000 4000

DATE DATE

REV. DETAILS rev. rev. 004 004

ABBREVATIONS LEGEND

MEM BR

Street city, state, postcode T (00) 0000 0000

ABBREVATIONS ABBREVATIONS LEGEND LEGEND

4000 4000

COP LVR

5 FLOOR FFL 20000 5 FLOOR FFL 20000

COP LVR

PRB

2 FLOOR FFL 8000 2 FLOOR FFL 8000

FLOOR FFL 8000 2 FLOOR FFL 28000

R-BV

PRB

DO2

2820

BASEMENT FCL -500

FEMALE WC 9 m2

PRB

FLOOR FFL 4000 1 FLOOR FFL 14000 LIGHT UNIT 2 60 VA 277W

LIGHT UNIT 2 60 VA GROUND FLOOR 3500 FCL 277W

R-BV

SPECULATIVE SPECULATIVE EDUCATION EDUCATION TOWER TOWER Enter address address here here Enter DRAWING TITLE DRAWING TITLE DRAWING TITLE

R-BV

MALE WC

GROUND 0 FFL GROUND FLOOR 0 FFL FLOOR 9 m2 BASEMENT FCL -500

PRB

MEZZANINE TYPICAL REFLECTED FLOOR ELEVATIONS -- SOUTH ELEVATIONS NORTH PLANWEST CEILING PLAN AND AND EAST

COMMUNAL STUDY SPACE/ LIBRARY

NORTH NORTH NORTH 1675

1200

10.

3 FLOOR FFL 1 East South Elevation 1 FFL 1 : FLOOR 50Elevation 111 11: 1:100 100 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

Project Status Project Status

974

460 455

460

520

BASEMENT FFL -4000

R-BV

4000 4000 470

2561

1185

4000 4000

GROUND 0 FFL GROUND FLOOR 0FLOOR FFL

10.

4.8

R-BV

PROJECT PROJECT PROJECT

EXIT

525

DO2

EXIT

ACCESSABLE LIGHT UNIT 2 60 VA TOILET 277W

R-BV

DO2

EXIT

24.5 m2

1 FLOOR FFL 4000 1 FLOOR FFL 4000 GROUND FLOOR 3500 FCL

ALU

LEVEL 1 FCL 7500

INDIVIDUAL STUDY SPACE

4000 4000

2775

9647

4000 4000

3300

470

R-BV

LEVEL 1 FCL 7500

G:\DATA\BP250\Y3\Semester G:\DATA\BP250\Y3\Semester \\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE 2\TECH 4\post mid midsem\w8\SPECULATIVE sem\w8\SPECULATIVE EDUCATION EDUCATION EDUCATION TOWER TOWER3.0 TOWER 3.03.0E:\RMIT\2021\Semester 1\tech2\TECH 4\Week4\post 8\SPECULATIVE EDUCATION TOWER3.0 ELEVATIONS.rvt PLAN reflected DRAWINGS.rvt ceiling plan.rvt 5/2/2021 5/2/2021 18/05/2021 3:21:27 3:24:37 2:26:42 PM PM PM ELEVATIONS.rvt 4/05/2021 1:23:54 PM

building 100, building 100, 100, Victoria Victoria Victoria St St St building Melbourne, Melbourne, VIC, VIC, 3000 3000 Melbourne, VIC, 3000

T (00) 0000 0000 0000 0000 T (00) (00) 0000 0000 CLIENT T WD

LEVEL 8 FCL 35500

A300

4000 4000

PC 520 CLMN

CLIENT CLIENT SCHOOL OF ARCHITECTURE AND URBAN DESIGN

1241

33 42 1222

COLUMNS CAPPED WITH CONCRETE PAVER/HEAD 70MM THICK

10.

RED PERFORATED BRICK WALL PANELS SIT INBETWEEN STRUCTURAL CONCRETE BEAM AND COLUMN GRID SYSTEM

EXIT

23500

LEVEL 3 FCL 15500

ALU CASS

470

3290

1483

4000 4000

6 FLOOR FFL 24000 6 FLOOR FFL 24000

4 FLOOR FFL 16000 4 FLOOR FFL 16000

I B 7 8

1201

PC BM

520

LEVEL 6 FCL 27500

I DC 6

ALU CASS

1880

520

H E

ALU CASS

LEVEL 6 FCL 27500

Level 5 FCL

940

12940

470 4783

4000 4000 7 FLOOR FFL 28000 7 FLOOR FFL 28000

2350

ALU CASS

H GF 2 3

13725 520

2580

2780

LEVEL 7 FCL 31500

G H

2355

2615

496

520

520 ALU CASS

8 FLOOR FFL 32000 8 FLOOR FFL 32000

FLOOR FFL 36000 9 FLOOR FFL 936000

G I

4000 4000

9 FLOOR FFL 36000 9 FLOOR FFL 36000

4000 4000

940

25 178 110 181 25 ALU CASS

LEVEL 8 FCL 35500

2350

3295

520

E 6579

940

1859

PC BM

3296

940

911

16200

2770 670

3475 3475

10.A

BASEMENT FFL -4000

DRAWN DRAWN DRAWN

CHECKED CHECKED CHECKED

SCALE SCALE SCALE

AN AN & & SC SCChecker Nic Nic Bao Bao As Asindicated As indicated@A1 indicated@A1 Author @B1 Author Checker JOB No. No. No. JOB

West Elevation North Elevation 2 21 : 100 1 : 100

0001 0001

DRAWING No. DRAWING No. DRAWING No.

A102 A104 A201 A200

REVISION REVISION REVISION

Semester 1, 2021

D C

E D

111 864 2770120

911

6699 3128 2350

940 385 91 1859

4244 940 6774

3295

1890

2095

5511 5155

940

5155

3300

5155

865 111 152 1403

6579 6801

2350 4271 49

2355

1201

4720

865111 120 3300 2235

3987

I CLIENT CLIENT

457343 72 383

940

2335

1241

3560

1501

3485

2350

16200

3990

3296

383 114

H E

20595

670

400 204

B B

SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, building 100, Victoria Victoria St St Melbourne, Melbourne, VIC, VIC, 3000 3000 T (00) 0000 0000 0000 0000 T (00)

REV. DETAILS REV. DETAILS

1501

A A

DATE DATE

ROOFTOP COURTYARD

975

11.2 m2 RB

240 m2

1814

2615

500

9 FLOOR FFL 36000

PC PC CLMN

11.2 m2

PC CLMN

ALU CASS

1686

1.6 m2

1814

LEVEL 7 FCL 31500

FIRE ESCAPE 11.2 m2

PC CLMN

3710

1880

SERVICE CLOSET

PC CLMN

ALU CASS

PC CLMN ALU CASS

300

EXIT

1814 FIRE ESCAPE

PC CLMN

EXIT

PC CLMN

COP LVR

11.2 m2

FIRE ESCAPE 11.2 m2

PC CLMN

COP LVR

PC CLMN

1.6 m2

7500

LIGHT UNIT 3 - 80 Va 120 W LIGHT UNIT 2 - 60 VA 277W

EXHAUST FAN 1686

470

DOUBLE TWO WAY SWITCH 300

5 2820

SERVICE CLOSET

PC CLMN

FIRE ESCAPE 11.2 m2

PC CLMN

ALU CASS

1686

1.6 m2

LIGHT UNIT 2 60 VA 277W

3900

COP LVR

SINGLE GANG SWITCH

1814

LEVEL 4 FCL 19500

44410

3290

SERVICE CLOSET

5 FLOOR FFL 20000

20270

LIGHT UNIT 1 - 80 Va 120 W

3700

LIGHT UNIT 3 80 Va 120 W

500

23500

COP LVR

Exit

1814

Level 5 FCL

100

6 FLOOR FFL 24000

2820

Roller door Fire hose reel Exit hose reel Fire

EXIT

1686

1.6 m2

DO6 FHR EXIT FHR

3900

SERVICE CLOSET

COP LVR

Door - double glass curtain wall Door -- double Single, glass flush interior Door curtain wall Door -- Single, Single, flush flush,interior narrow interior Door Door -- Single, Double flush, actingnarrow swing interior Door Emergency exitacting door swing Door - Double Roller door exit door Emergency

500

LEVEL 6 FCL 27500

470

3290

7 FLOOR FFL 28000

500

1686

1.6 m2

DO1 DO2 DO1 DO3 DO2 DO4 DO3 DO5 DO4 DO6 DO5

FND FOUNDATION CONC CONCRETE R-DB RED DOUBLE-BRICK R-BV RED BRICK BENEER CEILING COMPONENTS ALU ALUMINIUM CASSETE PANEL CASS COP COPPER LOUVER LIGHTS ELECTRICAL LVR WIRESRED BRICK PRB PERFORATED PC POLYCARBONATE SHEETING F-C IN-SITU CONCRETE PC PRECAST CONCRETE SPRIKLER PB PLASTERBOARD PLUMBING LINES CB CABLE PLY PLYWOOD SPRINKLER PNT PAINTED MEMBR MEMBRANE MTL METAL CLMN COLUMN EXIT EXIT

8500

470

8 FLOOR FFL 32000

FIRE ESCAPE

3940

2580

SERVICE CLOSET

PC CLMN

ALU CASS

500

LEVEL 8 FCL 35500

05.29.2021 05.16.2021

ABBREVATIONS LEGEND ABBREVATIONS LEGEND

2178

FIRE ESCAPE

DO2

2468

3075

rev. 005 rev. 004

11.2 m2

A401 PC CLMN

PC CLMN

ALU CASS

1686

1.6

FIRE ESCAPE

12500

SERVICE CLOSET

PC CLMN

3900

COP LVR

1814

500

LIGHT UNIT 1 80 Va 120 W

470

3300

LEVEL 3 FCL 15500

100

4 FLOOR FFL 16000

ALU CASS

19.4 m2

1.6 m2

PRB

A400

EXIT

300

1 EXIT

2820

RB-V

SPECULATIVE SPECULATIVE EDUCATION TOWER TOWER EDUCATION

LIGHT UNIT 2 60 VA 277W

RB-V

FOYER 18.5 m2 PRB LIGHT UNIT 2 60 VA 277W

LIGHT UNIT 2 60 VA 277W

500

OUTDOOR ENTRY/ CAFE SPACE

GROUND FLOOR 3500 FCL

Enter address Enter address here here DRAWING TITLE DRAWING TITLE

32.7 m2

11.2 m2

RB-V

CAFE 59.8 m2

1.6 m2

19.4 m2

3500

REFUSE STORE

FIRE ESCAPE

DO1

TYPICAL REFLECTED SECTION A CEILING PLAN

1465

470

2561

SERVICE CLOSET

11500

2035

RB-V

NORTH NORTH

1675

BASEMENT FCL -500

PC CLMN

Speculative Education Tower Project | Tech 4 ARCH1016

11.2 m2

PC CLMN

LOCKERS AND STORAGE

Project Status Project Status

PC CLMN

3500

FIRE ESCAPE

137.4 m2

DRAWN DRAWN

AN + AN & SC SC

4231

30.7 m2

JOB No. JOB No.

BASEMENT FFL -4000

731

3 FLOOR FFL 1 1 : 50 Section A 1 1 : 100

PC CLMN PC

COMMS ROOM

731

10.

500

GROUND FLOOR 0 FFL

974

\\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE TOWER 3.0G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\W12\FINALEDUCATION DRAWING FILES\SPECULATIVE reflected plan.rvt EDUCATION TOWER 5/29/2021ceiling 18/05/2021 1:34:26 2:26:42 AM PM3.0- section a.rvt

1 FLOOR FFL 4000

11.2 m2

1.6 m2

19.4 m2

FIRE ESCAPE

3500

SERVICE CLOSET

1686

RB-V

OUTDOOR LOUNGE

PROJECT PROJECT

1814

LEVEL 1 FCL 7500

470

2 FLOOR FFL 8000

3300

RB-V

OUTDOOR LOUNGE

3900

11.2 m2

1686

FIRE ESCAPE

500

SERVICE CLOSET

PC CLMN

500

COP LVR

1814

2820

LEVEL 2 FCL 11500

500

100

3 FLOOR FFL 12000

0001 0001

DRAWING No. DRAWING No.

CHECKED CHECKED

NICBao Nic BAO

SCALE SCALE

As indicated@A1 As indicated@A1

A300 A104

REVISION REVISION

Semester 1, 2021

A A

10.

C 8 D7 C

E 6 D

I F

20832

865111 120 3300 2235

2335

11.2 m2 RB

240 m2

500

COP LVR

FIRE ESCAPE

CLMN

11.2 m2

PC CLMN

PC CLMN ALU CASS

COP LVR

11.2 m2

PC PC CLMN

LIFT SHAFT

EXIT

PC CLMN

FIRE ESCAPE

PC CLMN

11.2 m2

COP LVR PC CLMN

COP LVR

11.2 m2

PC PC CLMN

PC CLMN

LIFT SHAFT

FIRE ESCAPE

COP LVR

PC CLMN

11.2 m2

PC CLMN

PC ALU CLMN CASS

PC CLMN

COP LVR

ALU CASS

2820

WATER CLOSET / SERVICE CLOSET AMENITIES

11.2 m2

PC PC CLMN

PC LIFT SHAFT CLMN

FIRE ESCAPE 11.2 m2

PC CLMN

5450

1.6

FIRE ESCAPE

PC CLMN

CLMN LIFT SHAFT

FIRE ESCAPE

PC CLMN

11.2 m2

ALU PC CASS CLMN

ALU CASS

PC CLMN

EXIT

2820

FIRE ESCAPE 11.2 m2

5500

1814

EXIT

RB-V

LIFT SHAFT

RB-V

FOYER 18.5 m FIRE ESCAPE 2

RB-V

11.2 m2

1.6 m2

19.4 m2

LIGHT UNIT 2 60 VA 277W

RB-V

PRB

LIGHT UNIT 2 60 VA 277W

OUTDOOR ENTRY/ CAFE SPACE

GROUND FLOOR 3500 FCL GROUND FLOOR FCL 3500

32.7 m2

SPECULATIVE SPECULATIVE EDUCATION TOWER TOWER EDUCATION Enter address address here here Enter

PC CLMN

Speculative Education Tower Project | Tech 4 ARCH1016

11.2 m2

PC CLMN

LOCKERS AND STORAGE

PC CLMN

1761 3515

Project Status Status Project

137.4 m2

3500

FIRE ESCAPE

3500

WATER CLOSET / AMENITIES

1739

30.7 m2

BASEMENT FFL -4000

731

3 FLOOR FFL 1 1 : 50 Section SectionBA 1 1 1 :1100 : 100

PC CLMN PC

COMMS ROOM

731

10.

SECTIONREFLECTED A TYPICAL SECTION B CEILING PLAN NORTH NORTH

4800

1675

BASEMENT FCL -500

1761

500

GROUND FLOOR 0 FFL GROUND FLOOR 0 FFL

1739

RB-V

DRAWING TITLE TITLE DRAWING

500

RB-V

11.2 m2

500

400 400

RB-V LIFT SHAFT

DO1

400 400

3500

11.2 m2

1.6 m2

19.4 m2

RB-V

CAFE FIRE ESCAPE 59.8 m

1465

REFUSE STORE

FIRE ESCAPE

500

470

2561

WATER CLOSET / SERVICE AMENITIES CLOSET

11500

2035

4231

R-BV = RED BRICK BENEER LIGHTCASSETE UNIT 2 - 60 VA ALU CASS= ALUMINIUM PANEL 277W COP LVR = COPPER LOUVER PRB = PERFORATED RED BRICK PC = POLYCARBONATE SHEETING F-C = IN-SITU CONCRETE EXHAUST FAN PC = PRECAST CONCRETE PB = PLASTERBOARD DO = DOOR CB = CABLE DOUBLE TWO WAY SWITCH PLY = PLYWOOD PNT = PAINTED MEMBR = MEMBRANE MTL = METAL SINGLE GANG SWITCH RD = ROOF DRAIN CLMN = COLUMN WT = WATERTANK SB = SITEBOUNDARY EDB = ELECTRICAL DISTRIBUTION BOARD FHR = FIRE HOSE REEL

PROJECT PROJECT

RB-V

974

\\rmit.internal\USRHome\sl4\s3720534\Downloads\SPECULATIVE EDUCATION TOWER 3.0E:\RMIT\2021\Semester 1\tech2\TECH 4\Week 4\post 8\SPECULATIVE EDUCATION TOWER 3.0- section G:\DATA\BP250\Y3\Semester mid sem\W12\FINAL DRAWING FILES\SPECULATIVE reflected plan.rvt 18/05/2021 2:26:42 PM a.0003.rvt 29/05/2021 3:30:17 PM3.0- section a.rvt EDUCATION TOWER 5/29/2021ceiling 1:34:26 AM

WATER CLOSET / SERVICE CLOSET AMENITIES

EXIT

PC RB-V

1 FLOOR FFL 4000 1 FLOOR FFL 4000

RB-V

300

A400

OUTDOOR LOUNGE

PRB

1686

LEVEL 1 FCL 7500 LEVEL 1 FCL 7500

ALU CASS

500

3300

2 FLOOR FFL 8000 2 FLOOR FFL 8000

470

RB-V

PC CLMN

OUTDOOR LOUNGE PC 19.4 m2 CLMN

11.2 m2

1500 500

1.6 m2

PC CLMN

2000

FIRE ESCAPE

1500 500

PC CLMN

LIFT SHAFT

2000

PC PC CLMN

500

11.2 m2

3900

FIRE ESCAPE

500

100 ALU CASS

PC CLMN

500

WATER CLOSET / SERVICE CLOSET AMENITIES

3500

PC CLMN

500

COP LVR

1814

2820

LEVEL 2 FCL 11500 LEVEL 2 FCL 11500

1686

3 FLOOR FFL 12000 3 FLOOR FFL 12000

FND = FOUNDATION LIGHT UNIT 3 - 80 Va CONC = CONCRETE 120 W R-DB = RED DOUBLE-BRICK

498

100

1 A401

11.2 m2 PC CLMN

2000

SERVICE CLOSET

12500

WATER CLOSET / AMENITIES

1686

PC CLMN

3900

COP LVR

DATE

1814

LIGHT UNIT 1 80 Va 120 W

470

3300

LEVEL 3 FCL 15500 LEVEL 3 FCL 15500

500

4 FLOOR FFL 16000 4 FLOOR FFL 16000

18285

5500 500 LIGHT UNIT 2 60 VA 277W

1686

1.6 m2

FIRE ESCAPE PC CLMN

44410

PC CLMN

COP LVR

3900

Exit

LIGHT UNIT 1 - 80 Va

500

7500

1686

LEVEL 4 FCL 19500 LEVEL 4 FCL 19500

1814

300

5 FLOOR FFL 20000 5 FLOOR FFL 20000

20270

2000

FIRE ESCAPE PC CLMN

Roller door Fire hose reel Exithose reel Fire

EXIT

120 W ABBREVATIONS LEGEND

1814

100 1.6 m

470

AMENITIES

3700

LIGHT UNIT 3 SERVICE 80 Va CLOSET WATER 120 W CLOSET / 2

COP LVR

500

2820

500

1814 PC CLMN

3500

FIRE ESCAPE

2000

COP LVR

500

PC CLMN

8500

60 PC ALU CLMN CASS

1686

3290

PC CLMN

11.2 m2

3900

SERVICE WATER CLOSET / CLOSET AMENITIES 1.6 m

COP LVR

6 FLOOR FFL 24000 6 FLOOR FFL 24000 Level 5 FCL 23500 Level 5 FCL 23500

FIRE ESCAPE

EXIT

PC CLMN

LIFT SHAFT

3710

PC PC CLMN

1686

11.2 m2

300

FIRE ESCAPE PC CLMN

470

7 FLOOR FFL 28000 7 FLOOR FFL 28000 LEVEL 6 FCL 27500 LEVEL 6 FCL 27500

3290

500

1880

SERVICE WATER CLOSET / CLOSET 1.6 m AMENITIES

DO6 FHR EXIT FHR

FND FOUNDATION CONC CONCRETE R-DB RED DOUBLE-BRICK R-BV RED BRICK BENEER CLIENT CEILING COMPONENTS ALU ALUMINIUM CASSETE PANEL CASS COP COPPER LOUVER LIGHTS LVR building 100, Victoria StELECTRICAL WIRES PRB PERFORATED Melbourne, VIC, 3000 RED BRICK PCT (00) 0000 POLYCARBONATE SHEETING 0000 F-C IN-SITU CONCRETE PC PRECAST CONCRETE SPRIKLER PB PLASTERBOARD PLUMBING LINES CB CABLE PLY PLYWOOD SPRINKLER PNT PAINTED MEMBR MEMBRANE REV. MTL DETAILS METAL CLMN COLUMN EXIT EXIT

1814

PC CLMN

ALU CASS

500

470

1569

1814

LIFT SHAFT PC

44477

PC CLMN

12030

11.2 m2

7770

FIRE ESCAPE

1686

PC CLMN

05.29.2021 05.16.2021

DO1 Door - double glass curtain wall DO2 Door - Single, flush interior DO3 Door - Single, flush,LEGEND narrow interior ABBREVATIONS DO4 Door - Double acting swing ABBREVATIONS LEGEND DO5 Emergency exit glass door curtain wall DO1 Door - double DO6 Roller door DO2 Door--double Single,glass flush curtain interior wall DO1 Door DO3 Door--Single, Single,flush flush,interior narrow interior DO2 Door FHR Fire hose reel acting DO4 Door Double swing interior DO3 Door --Single, flush, narrow EXIT Exit DO5 Emergency exit doorswing DO4 Door - Double acting DO6 Roller door exit door DO5 Emergency

3500

ALU CASS

SERVICE WATER CLOSET / CLOSET AMENITIES 1.6 m

3500

2580

PC CLMN

3940

8 FLOOR FFL 32000 8 FLOOR FFL 32000 LEVEL 7 FCL 31500 LEVEL 7 FCL 31500

FIREROOFTOP ESCAPE COURTYARD 11.2 m

500

FIRE ESCAPE

DATE DATE

rev. 004

3500

PC CLMN

REV. DETAILS DETAILS REV.

ABBREVATIONS LEGEND rev. 005

500

ROOFTOP COURTYARD

2615

9 FLOOR FFL 36000 9 FLOOR FFL 36000 LEVEL 8 FCL 35500 LEVEL 8 FCL 35500

PC CLMN

2468

975

DO2

500

building100, 100,Victoria VictoriaSt St building Melbourne,VIC, VIC,3000 3000 Melbourne, (00)0000 00000000 0000 TT(00)

1241

487 209

1569

5278 3277

3560

990 400 202

150

2085

2250

3987

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4720

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4271

2355 383

500

150

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72 383 3413

550

1992

CLIENT CLIENT

5765

865 111 152 1403

1518 450 940

3500

3300 150

5155

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5511

3502

5155

4795

150

150 2350 2250

500

150

2095

150

1501

1890

2250 6579

2087

3500

3295 4885

3485

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6774

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3500

3990

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485

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1501

10375

3296

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2178

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670

20595

DRAWN DRAWN

CHECKED CHECKED CHECKED

SCALE SCALE

NICBao As AN & + SC SCNic Nic Asindicated indicated@A1 Bao @B1 AN As indicated@A1 JOB No. No. BAO JOB 0001 0001 DRAWING No. No. DRAWING

A300 A301 A104

REVISION REVISION

Semester 1, 2021

H 140

CLIENT SCHOOL OF ARCHITECTURE AND URBAN DESIGN

127

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000 60

142

312

ALUMINIUM FLASHING OVER LOUVER VENTILATION - WATERPROOFING

ALUM. FLASHING M14 BOLTS GALV. 84MM X 14MM 339

Level 35

134

15500

215

FLOOR BOX VENTILATION

GRIFCO LIGHT COMMERCIAL MOTOR GLD-RDO GARAGE DOOR OPENER LR-DRIVE GLD-RDO- 500 × 300 × 220MM

2 A401

436

CUSTOM ALUMINIUM CASSETTE RAIL SLIDING TRACK

15500

CUSTOM ALUMINIUM CASSETTE PERFORATED PANEL

REV. DETAILS

DATE

rev. 005

05.29.2021

Level 35

112

GENERAL NOTES

OZROLL CASSETTE STRAP 12-14MM WIDE HEAVY DURABLE STRAP

DORIC HEAVY DUTY l ADJUSTABLE FRICTION STAYS PD-16 - 16” 13MM MAX WEIGHT 20kg MAX OPENING 87 deg

410

STAINLESS STEEL FINISH

190X 60 MM ALUMINIUM WINDOW FRAME (CAPRAL 450 NARROWLINE ALUM. FRAMING

WORK TO BE CARRIED OUT ACCORDING TO ALL RELEVANT CODES, STANDARDS AND MANUFACTURER'S RECOMENDATIONS INSTALL ALL MATERIALS PER MANUFACTURER SPECIFICATIONS DON NOT SCALE OFF DRAWINGS. SUBCONTRACTORS TO VERIFY ALL DIMENSIONS IN ALL RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF WORK.

40 120

3 A401

SLIDING HINGE AND BELT OPERATION 1:5

3648

HOPPE-ARRONE ball bearing hinge Antique Brass Finish: AR8184-A1-ABR - Grade 201 hinge

M12 46MM X 4 MM GALV SCREWS

Suitable for doors weighing up to 120 kg

SPECULATIVE EDUCATION TOWER

1:5

Enter address here DRAWING TITLE

160

976

124

120

G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\W12\FINAL DRAWING FILES\DETAIL 01 401.rvt 5/29/2021 1:14:21 AM

1200

PROJECT

FOLDING HINGE

CURTAIN SYSTEM 01 Cassette Panel - Joint and Hinges

GALV. UNIVERSAL BEAM 205MM X 165MM X 20 MM EMBEDED INTO FLOOR BOX TO CORE

200 X 20 MM GALV. L BRACKET

Bradford Anticon Roof Insulation BRADFORD ANTICON ROOF INSULATION 100MM X 10MM 1200MM R VALUE=2.3

11500

Level 36

Project Status

CASSETTE CURTAIN WALL OPERATION

DRAWN

AN - SC

CHECKED

Nic Bao

SCALE

As indicated@A1

JOB No.

0001

CURTAIN SYSTEM 01 - SERVICE SPACE, BELT AND HINGE OPERATION 1 : 10

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

A401

REVISION

Semester 1, 2021

H 140

CLIENT

248

SCHOOL OF ARCHITECTURE AND URBAN DESIGN

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

127

486 60

142

1569

112

470

21 7

05.29.2021

Level 35 GENERAL NOTES DORIC HEAVY DUTY l ADJUSTABLE FRICTION STAYS PD-16 - 16” 13MM MAX WEIGHT 20kg MAX OPENING 87 deg STAINLESS STEEL FINISH

CLIENT

DATE

RAIL SYSTEM- WHEEL PIN SLIDING CONNECTION 1:2 40

A401

CAPRAL 450 NARROWLINE ALUM. FRAMING) 190 MM X 60 MM

120

SLIDING HINGE AND BELT OPERATION 1:5

8 MM THICK DOUBLE GLAZING

3648

2 A402

19500 LEVEL 4 FCL

764

1512

DATE

rev. 005

REV. DETAILS

191

15500

REV. DETAILS

Street city, state, postcode T (00) 0000 0000

GALV. L- BRACKET WELDED ON TO BEAM 100 X 50 X 150MM

470

GRIFCO LIGHT COMMERCIAL MOTOR GLD-RDO GARAGE DOOR OPENER LR-DRIVE GLD-RDO- 500 × 300 × 220MM

JEENE® MULTI-DIRECTIONAL SEALING STRIP SYSTEM CUSTOM STAINLESS STEEL HOSUING 60MM X 60MM ENCASING FOR BALL JOINT WHEEL AND PIN SLIDING SYSTEM

470 MM X 470MM CONC. STRUCTURAL CLMNS.

OZROLL CASSETTE STRAP 12-14MM WIDE HEAVY DURABLE STRAP GALV. UNIVERSAL BEAM 205M X 165MM X 20 MM EMBEDED INTO FLOOR BOX 60 TOMM CORE 190X ALUMINIUM WINDOW FRAME (CAPRAL 450 NARROWLINE ALUM. FRAMING SHALLOW - LINE STAINLESS STEEL JOIN FLASHING- PROFILE TO SUIT GRATE DIMENSION FOR ADEQUATE FITTING

339

M12 BOLT AND NUT 62MM X 8MM

436

CUSTOM ALUMINIUM CASSETTE RAIL SLIDING TRACKCORNER STRATCO SQUARE FLASHING OVER CUSTOM CUSTOM CASSETTE MULLIONALUMINIUM FOR CURTAIN SYSTEM PERFORATED PANEL

410

134

484

A401

Level 35

OZROLL CASSETTE STRAP 12-14MM WIDE HEAVY DURABLE STRAP

120

15500 2

ALUM. FLASHING M14 BOLTS GALV. 84MM X 14MM

FLOOR BOX VENTILATION 215

312

ALUMINIUM FLASHING OVER LOUVER VENTILATION - WATERPROOFING

HOPPE-ARRONE ball bearing hinge Antique Brass Finish: AR8184-A1-ABR - Grade 201 hinge

M12 46MM X 4 MM GALV SCREWS

Suitable for doors weighing up to 120 kg

SPECULATIVE EDUCATION TOWER

1:5

Enter address here

16000 4 FLOOR FFL

124 160

CURTAIN SYSTEM 01 - SERVICE SPACE AND RAIL SYSTEM 1CURTAIN SYSTEM 01 - SERVICE SPACE, BELT AND HINGE OPERATION 1 : 10 1 : 10

Speculative Education Tower Project | Tech 4 ARCH1016

200 X 20 MM GALV. L BRACKET

Bradford Anticon Roof Insulation 100MM X 10MM 1200MM R VALUE=2.3

11500

DRAWING TITLE

CURTAIN SYSTEM 01 Cassette Panel Panels- -Joint Rail and Hinges System

976

120

G:\DATA\BP250\Y3\Semester 2\TECH 4\post mid sem\W12\FINAL DRAWING FILES\DETAIL 01 02 401.rvt 5/29/2021 1:14:21 7:20:45 AM

764

1200

PROJECT

FOLDING HINGE

Level 36

RAIL SYSTEM- OPERATION IN ELEVATION 1 : 25

NORTH

Project Status

CASSETTE CURTAIN WALL OPERATION

DRAWN

CHECKED CHECKED

SCALE

Author AN - SC Checker Nic Bao As Asindicated indicated@A1 @B1 JOB No.

0001

DRAWING No.

A402 A401

REVISION

Semester 1, 2021

CLIENT

FLOOR BOX VENTILATION

SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

440

SUSPENSION ROD BRACKET

8MM THICK DOUBLE GLAZING (OPAQUE)

SUSPENSION ROD

REV. DETAILS

DATE

WORK TO BE CARRIED OUT ACCORDING TO ALL RELEVANT CODES, STANDARDS AND MANUFACTURERS RECOMMENDATIONS

SUSPENSION CLIP

INSTALL ALL MATERIALS PER MANUFACTURER SPECIFICATIONS

8MM THICK DOUBLE GLAZING (OPAQUE)

DO NOT SCALE OFF DRAWINGS. SUBCONTRACTORS TO VERIFY ALL DIMENSIONS IN ALL RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF WORK.

8MM THICK DOUBLE GLAZING

3860x330MM CUSTOM ALUMINIUM PERFORATED PANEL.

TOP CROSS RAIL

8MM THICK DOUBLE GLAZING

3950x380MM ALLUMINIUM PANEL FRAME (MOUNTING BRACKET)

0.6MM THICK ALUMINIUM FLASHING

470X470MM CONCRETE COLUMN

3860x330MM CUSTOM ALUMINIUM PERFORATED PANEL. *REFER TO NOTES

120

3950x380MM ALLUMINIUM PANEL FRAME (MOUNTING BRACKET)

500

120

3020

310

110

LIVING BETTER ELECTRIC ACTUATOR

470

120

ACTUATOR ROD CONNECTOR (SINGLE SET)

600x360X120MM CUSTOM MULLION

330 380 360

Vertical Louver Mounting System A

1:5

30MM INSITUE POLISHED CONCRETE 30MM INSITUE POLISHED CONCRETE

120

120MM THICK BONDEK SLAB

E:\RMIT\2021\Semester 1\tech 4\finals\cantilever details.rvt 29/05/2021 1:55:22 PM

380

BRADFORD ANTICON ROOF INSULATION 100MM X 10MM 1200 MM R VALUE=2.3

500

SPECULATIVE EDUCATION TOWER Enter address here

280

30 30 30 30 30 30 30

GALV. UNIVERSAL BEAM 205MM X 165MM X 20MM EMBEDED INTO FLOOR BOX TO CORE

DRAWING TITLE

PROJECT

LYSAGHT BONDEK PROFILED STEEL DECKING 0.9MM BMT, 80.16M2/T COVERAGE

CANTILEVER / CURTAIN SYSTEM 02 DETAILS NORTH

470

CURATAIN SYSTEM 02 - VERTICAL LOUVER / CANTILEVER 1

1 : 10

Speculative Education Tower Project | Tech 4 ARCH1016

Cantilever Connectio - Slab to Column B

1:5

Project Status DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

As indicated@A1

JOB No.

0001 DRAWING No.

REVISION

A403

Semester 1, 2021

CLIENT SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

230

REV. DETAILS 600x360X120MM CUSTOM MULLION

DATE

WORK TO BE CARRIED OUT ACCORDING TO ALL RELEVANT CODES, STANDARDS AND MANUFACTURERS RECOMMENDATIONS INSTALL ALL MATERIALS PER MANUFACTURER SPECIFICATIONS

160

DO NOT SCALE OFF DRAWINGS. SUBCONTRACTORS TO VERIFY ALL DIMENSIONS IN ALL RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF WORK.

360

3950x380 CUSTOM ALLUMINIUM PANEL FRAME (MOUNTING BRACKET)

100

3860x330 CUSTOM ALUMINIUM PERFORATED PANEL

ACTUATOR MOUNTING BRACKET TO MULLION

ELECTRIC ACTUATOR

190

Vertical Louver System - Plan 1

Vertical Louver Position A 2

1:5 40

190

3950x380 CUSTOM ALLUMINIUM PANEL FRAME (MOUNTING BRACKET)

20 40 10 40

PROJECT

SPECULATIVE EDUCATION TOWER

ELECTRIC ACTUATOR

Enter address here FLOOR BOX VENTILATION

370

120

MULLION TO SLAB MOUNTING PLATE

DRAWING TITLE

CURTAIN SYSTEM 02 MECHANICS DETAIL

E:\RMIT\2021\Semester 1\tech 4\finals\cantilever details.rvt 29/05/2021 2:03:03 PM

210

230 210

210

NORTH

Vertical Louver System - Elevation 2

1:5

Speculative Education Tower Project | Tech 4 ARCH1016

Vertical Louver Position B 3

Project Status DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

1 : 5@A1

JOB No.

0001 DRAWING No.

REVISION

A404

Semester 1, 2021

G 25

470

CLIENT

SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

REV. DETAILS 214

189

12 33

DATE

WORK TO BE CARRIED OUT ACCORDING TO ALL RELEVANT CODES, STANDARDS AND MANUFACTURERS RECOMMENDATIONS INSTALL ALL MATERIALS PER MANUFACTURER SPECIFICATIONS

47 26

120

DO NOT SCALE OFF DRAWINGS. SUBCONTRACTORS TO VERIFY ALL DIMENSIONS IN ALL RELEVANT DOCUMENTATION PRIOR TO COMMENCEMENT OF WORK.

1 FLOOR FFL - CALLOUT 1 PERFORATED BRICK MOUNTING SYSTEM - PLAN 1:5

520

AUSTRAL BRICKS. ARRANGENGED IN OFFSET PERFORATED PATTERN

CUSTOM RUBBER SPACER. FOR WEIGHT, SHOCK ABSORBTION AND MOVEMENT TOLERANCE

520

INSITU CONCRETE COLUMN 470MM X 470MM

BRICK VENEER

PROJECT

SPECULATIVE EDUCATION TOWER Enter address here DRAWING TITLE

E:\RMIT\2021\Semester 1\tech 4\finals\brick wall detail.rvt 29/05/2021 2:16:21 PM

PERFORATED BRICK MOUNTING SYSTEM AND BRICK VENEER

NORTH

FINISHED

AXO 1 FFL - CALLOUT 1 189

DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

1 : 5@A1

JOB No.

PERFORATED BRICK PANEL MOUNTING SYSTEM - SECTION B

0001 DRAWING No.

1:5

Speculative Education Tower Project | Tech 4 ARCH1016

REVISION

A405

Semester 1, 2021

CLIENT

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

5279 150

1414

108

150

1414

100

REV. DETAILS

2007

100

1349

DATE

150

3614

SANITARY BIN

150

ABBREVATIONS LEGEND

SANITARY BIN

TILTED MIRROR

PAPER TOWEL DISPENSER / HAND DRYER

3 TL1

TL1

ACCESSABLE TOILET

FEMALE WC

MALE WC

SANITARY BIN

TL1

2248

A510

2248

2398

2248

GRAB RAIL

TL1

9 m2

4.8 m2

9 m2

TL1

DO1 DO2 DO3 DO4 DO5 DO6

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT EDB S-R FND CONC RB-T01 RB-T02 RB-T03 AL-CA CO-LV PC F-CONC1 F-CONC2 F-CONC3 PC PB CB PLY PNT MEMBR MTL CLMN GLZ-T1 TL-01

FINISHED CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN GLAZED CURTAIN WALL INTERIOR TILES

FINISHES LEGEND

TILTED MIRROR

TL1

MTR

SLAB

RPB

RED PERFFORATED BRICK

RBV

RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

TL1

A510

906

A511

TL1

100

131100

GRAB RAILS

PLY

2582

PLY

1545

PLY

PROJECT

SPECULATIVE EDUCATION TOWER Enter address here 150

904

150

904

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt 11/05/2021 5:40:30 PM

150

1320

100 270

1435

4074 2254

889

150 150

2724

150

DRAWING TITLE

TYPICAL AMENITIES PLAN NORTH

ONGOING DRAWN

CHECKED

Author

Checker As indicated@A1

SCALE

JOB No.

0001

GROUND FLOOR FFL 1 1 Callout 1 : 20

Speculative Education Tower Project | Tech 4 ARCH1016

DRAWING No.

REVISION

A500

Semester 1, 2021

CLIENT

4940 2620

building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

4940 100

2220

100

2620

REV. DETAILS

DATE

ABBREVATIONS LEGEND TL1

820

1018

MIRROR

PAPER TOWEL DISPENSER

DYSON AIRBLADE HAND DRYER

SANITARY BIN

820

900

TL1

PLY

SOAP DISPENSER

1382 922

922

1382

2120

TL1

2120

PLY

TL1

998

900

TL1

998

900

TL1

SOAP DISPENSER

DO1 DO2 DO3 DO4 DO5 DO6

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT EDB S-R FND CONC RB-T01 RB-T02 RB-T03 AL-CA CO-LV PC F-CONC1 F-CONC2 F-CONC3 PC PB CB PLY PNT MEMBR MTL CLMN GLZ-T1 TL-01

FINISHED CONCRETE PRECAST CONCRETE PLASTERBOARD CABLE PLYWOOD PAINTED MEMBRANE METAL COLUMN GLAZED CURTAIN WALL INTERIOR TILES

FINISHES LEGEND

Elevation 2 - a

1 : 25

Elevation 2 - b 1 : 25

2250 495

228 155

1468

2115

950

2115

106

TL1

762

RBV

RED BRICK VENEER

STL

STEEL

PLY

PLYWOOD

GND

EARTH

TL1

INTERIOR TILES

TILTED MIRROR FOR WHEELCHAIR

998

3500

1230

1001

RED PERFFORATED BRICK

1018

TILTED MIRROR FOR WHEELCHAIR

PAPER TOWEL DISPENSER

RPB

TL1

DISABLED ACCESS RAILING

2250

SLAB

1000

TL1

316

MTR

E:\RMIT\2021\Semester 1\tech 4\Week 9\PLANS TAGS UPDATED.rvt 11/05/2021 5:41:25 PM

Elevation 1 - d 1 : 25

Speculative Education Tower Project | Tech 4 ARCH1016

1000

902

802

Elevation 1 - c 1 : 25

SPECULATIVE EDUCATION TOWER Enter address here DRAWING TITLE

DYSON AIRBLADE HAND DRYER

2032

SANITARY BIN

900

745

DISABLED ACCESS RAILING

802

2032

PROJECT

Elevation 1 - b 1 : 25

Elevation 1 - a

TYPICAL ANEMITIES ELEVATION

1 : 25

NORTH

ONGOING DRAWN

CHECKED

AN - SC

Checker As indicated@A1

SCALE

JOB No.

0001 DRAWING No.

REVISION

A510

Semester 1, 2021

16200 2770 670 911

3296

940

2350 1859

940 3295

CLIENT 6579

2350

940

2350

3300

2355 940

4720

3300

2335

1201

1241

SCHOOL OF ARCHITECTURE AND URBAN DESIGN building 100, Victoria St Melbourne, VIC, 3000 T (00) 0000 0000

REV. DETAILS

DATE

rev. 004

975

05.16.2021

DO1 DO2 DO3 DO4 DO5 DO6

Door - double glass curtain wall Door - Single, flush interior Door - Single, flush, narrow interior Door - Double acting swing Emergency exit door Roller door

FHR EXIT

Fire hose reel Exit

470

2580

2615

ABBREVATIONS LEGEND

CEILING COMPONENTS

2 1880

LIGHTS ELECTRICAL WIRES

470

3290

SPRIKLER PLUMBING LINES

EXIT

SPRINKLER

EXIT

2820

LIGHT UNIT 1 - 80 Va 120 W

LIGHT UNIT 3 - 80 Va 120 W LIGHT UNIT 2 - 60 VA 277W

EXHAUST FAN

470

3290

LIGHT UNIT 3 80 Va 120 W

DOUBLE TWO WAY SWITCH

SINGLE GANG SWITCH

LIGHT UNIT 2 60 VA 277W

2820

20270

470 470

2820

3300 3300

LIGHT UNIT 1 80 Va 120 W

EXIT

LIGHT UNIT 2 60 VA 277W

PROJECT EXIT

LIGHT UNIT 2 60 VA 277W

EXIT

LIGHT UNIT 2 60 VA 277W

SPECULATIVE EDUCATION TOWER Enter address here DRAWING TITLE

470

2561

TYPICAL REFLECTED CEILING PLAN

1675

NORTH

10.

3 FLOOR FFL 1 : 50

Speculative Education Tower Project | Tech 4 ARCH1016

974

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2820

Project Status DRAWN

CHECKED

SCALE

AN & SC

Nic Bao

As indicated@A1

JOB No.

0001 DRAWING No.

REVISION

A104

Semester 1, 2021

WEEK 1 SITE ANALYSIS

PROJECT SITE / 81 Bouverie Street Aleks Naumoski Sav Curcio cn architects

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Semester 1, 2021

Queensberry St (North border of site) 24m

The image below is looking west down Queensberry St This view includes a less populated area to the site and a recently refurbished and repurposed large scale brick building.

Positioned on the oposite corner of the intersetion, facing the north- east corner of the site with Queensberry St travelling across the image, this image reveals the site true potential and ideal orientation. Designing this as a pedestrian experience will connect the Speculative Education Tower with its neighbouring residents and given the orientation of the site, this eastern edge will likely provide the highest level of visibility and therefore this will be a big consideration during design development.

Project site on the right, this image looks east along Queensberry St. Provides an outlook of the sites offset from the street and and its existing service entrances. This gives high visibility, unobstructed views to this side of the aquatic centre. The service road can also be seen, we propose to locate the main entrance off this service road. It will be important to have an entrance for service providers and suppliers, this could be a suitable location.

Looking down to the site from Bouverie St, we can see the is a diverse mix of architectural languages in the site area. Not only in facade and materiality but also in program- ranging from residential educational, hospitality and

Speculative Education Tower Project | Tech 4 ARCH1016

This shot looks directly opposite the north facing perimeter of the sites where we can see an old brick factory, a reminder of the prevous historic sense of the site and creating a consideration in negotiating with the old topologies.

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Semester 1, 2021

Queensberry St (West border of site)

19m

Looking dwn the side service alley, this image provides detial of the amount of space between the site and its neighbouring western buildingsbeing 6m wide. This image also provides and insight into possible access and locations for service infrustructure and technologies. High volumes of vehicular traffic and high site visibility (although possibly not for the Speculative Education Tower). Steady flow of pedestrians as well given the parking is running along the eastern border.

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Semester 1, 2021

Bouverie St. (East border of site)

Moving closer to this high profile corner of the site. Noticing there are some significant trees to work around, important to include these in the design of the Speculative Educational Tower.

19m

This view looks towards possibly the most important site aspect: the eastern perimeter. This is a highly visible section of the site and provides an opportunity to engage with North Melbournes new 21st centrury architectural langauges. This is the facade which will talk to the parametric elements of the William Barak Building and Scape Building. It provides our proposal with the opportunity to be playful and radical in its facade programing- its cladding strategies and curtain systems. We should look to design for the view from this vantage point to capture people’s attention as they approach and move past this highly visible aspect of the site. Across the road from the site, frames a view that exemplifies the beginnings of such negotiation- between the old established brick topfactories and new educational and residential multi level

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street Site context / architectural language Our team would like to incorporate features of the surrounding architecture into the architectural language of our speculative design tower. Cartlon and the surrounding inner north suburbs were historically industrial, working class suburbs. Cheap, easy to transport locally sourced material, which for these Melbourne suburbs and many others was brick. There were a number of brickworks located nearby which operated from roughly mid-19th to mid-20th century. Our proposal would look to aid the transition of the old characteristics of the siteand the emering of new.

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

BOUVERIE ST

Semester 1, 2021

CCZ5

CCZ5 PARKING

QUEENSBERRY ST.

PARKING

QUEENSBERRY ST.

THE NORTHERN MOST TIP. THIS IS A HIGHLY VISIBLE SECTION OF THE SITE AND PROVIDES AN OPPORTUNITY TO ENGAGE WITH THE ALREADY HIGHLY PESDESTRIANISED INTERSECTION.

POTENTIAL LOADING/ SERVICE ENTRANCE

3237 setback

setback

23200

0 25.0 RL

PROPOSED SITE 81 Bouverie St, Carlton 3053

20305

CCZ5

LANSDOWNE ST

setback

3558

4920

SPECULATIVE EDUCATION TOWER 81 Bouverie St, Carlton 3053 0 24.0 RL

BOUVERIE ST IS TO BE A KEY PEDESTRIAN EXPERIENCE THAT WILL CONNECT THE AQUATIC CENTRE WITH ITS NEIGHBOURING RESIDENTS AND GIVEN THE ORIENTATION OF THE SITE, THIS EASTERN EDGE WILL LIKELY PROVIDE THE HIGHEST LEVEL OF VISIBILITY TO THE SPECULATIVE DESIGN TOWER SO THIS WILL BE A BIG CONSIDERATION DURING DESIGN DEVELOPMENT.

SITE ANALYSIS

RESIDENTIAL TOWER

CDZ2 PARKING

CONSTRUCTION SITE

0001

Project number Date

05.03.2021

Drawn by

A.N

Checked by

N.B

A101 1

Site 1 : 200

Speculative Education Tower Project | Tech 4 ARCH1016

Scale

1 : 200

3/6/2021 12:02:04 AM

CCZ5

BOUVERIE ST

RL 2 3.00

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

9 a.m.

12 p.m.

3 p.m

6 p.m

high density medium density low density

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Semester 1, 2021

Site Bike lanes Foot traffic Service traffic Parking Tram stop Tram lines

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

Semester 1, 2021

Melbourne’s Wind & & Adaptive Adaptive Design Design

MELBOURNE WIND Melbourne’s wind

Wind Wind direction direction varies variesduring duringsummer summer mornings mornings but but tends tendsto tobe besoutherly southerlyduring during the the afternoon, afternoon, providing providingaacool coolchange. change. Therefore Therefore the the installation installationof ofopenable openablehigh high level windows in southern facades provide level windows in southern facades provide

the thebest bestopportunity opportunityfor forpassive passivecooling. cooling. The Thewind windroses rosesbelow belowindicate indicateMelbourne’s Melbourne’s morning morningand andafternoon afternoonwind winddirection directionand and intensity intensityduring duringsummer summerand andwinter winter

2020% %

3030% %

Despite Despite Melbourne’s Melbourne’s reputation reputation for for erratic erratic weather, weather, prevailing prevailing wind wind patterns patterns can can be be identified identified for for the the various various seasons. seasons. Warm Warm northerly northerly winds winds prevail prevail in in winter, winter, resulting in occasional warmer days. resulting in occasional warmer days.

3030% %

20% 20% 30% 30%

9am Winter 9am Winter

3pm Winter 3pm Winter

9am Summer 9am Summer

Climate Climate adaptive adaptive design design The impact of climate change will directly The impact of climate change will directly affect the performance of our existing affect the performance of our existing buildings. Given the lifetime of a building buildings. Given the lifetime of a building is generally 50 years or more, this has a is generally 50 years or more, this has a significant impact on the way we design significant impact on the way we design now. Localised direct impacts are likely now. Localised direct impacts are likely to include: to include: • Increased land and sea temperatures • Increased land and sea temperatures (Australia has already experienced an (Australia has already experienced an increase of 0.9° since 1950) increase of 0.9° since 1950) • Further sea level rises (20mm per • Further sea level rises (20mm per decade over last 5 decades) decade over last 5 decades) • An increased number of extreme weather • An increased number of extreme weather events (more heatwaves, bushfires, peak events (more heatwaves, bushfires, peak rainfall and storm events) rainfall and storm events)

Sun path

Site

• A reduction in annual rainfall across • A reduction in annual rainfall across south-eastern Australia south-eastern Australia Buildings which are designed sensibly for Buildings which are designed sensibly for the local climate respond much better the local climate respond much better to temperature extremes. It has become to temperature extremes. It has become vital to respond to higher expected vital to respond to higher expected temperatures through external shading, temperatures through external shading, natural ventilation, thermal mass, thermal natural ventilation, thermal mass, thermal insulation and landscaping for seasonal insulation and landscaping for seasonal heat control. heat control. Buildings which consider permeability and Buildings which consider permeability and incorporate water reuse will prove more incorporate water reuse will prove more adaptable to flooding and respond better adaptable to flooding and respond better to future constraints on potable water. to future constraints on potable water.

Mandatory Requirements Mandatory Requirements and Council’s Design Advice and Council’s Design Advice Mandatory Requirements Mandatory Your buildingRequirements design in Melbourne must Your building in Melbourne consider NCCdesign requirements for themust considerclimate NCC requirements for the relevant zone depending on relevant climate zone depending on location. location. Council’s Design Advice Council’s Design Advice A building design that not only A building designbut that not only accommodates utilises Melbourne’s accommodates diverse climate. but utilises Melbourne’s diverse climate. Consider showing on Planning Permit Consider showing on Planning Permit Application Drawings: Application Drawings:

• External shading provisions, including • landscaping External shading provisions, including landscaping • Schematic sections that demonstrate • efficient Schematic sections that demonstrate shading efficient shading • Schematic sections that demonstrate • natural Schematic sections that demonstrate ventilation strategy natural ventilation strategy • Location of significant internal mass • Location of significant internal mass • Site permeability and stormwater • treatment Site permeability and stormwater and detention systems treatment and detention systems

Winter winds

Summer winds

COPYRIGHT © 2015 Cities of Maribyrnong, Melbourne, Port Phillip, Stonnington and YarraCities (known as IMAP). COPYRIGHT © 2015 of Maribyrnong, Melbourne, Port Phillip, IMAP owns the valuable in IMAP). the Fact Sheet under the Copyright Stonnington and Yarra copyright (known as Act 1968 (Cth). any usesinauthorised by IMAP, nothe partCopyright of this IMAP owns the Except valuableforcopyright the Fact Sheet under Fact1968 Sheet(Cth). may Except be reproduced, usedauthorised or distributed by whatever Act for any uses by IMAP, no part means of this without the may express permission first obtained from IMAP. Fact Sheet be reproduced, used or distributed by whatever means without the express permission first obtained from IMAP.

Speculative Education Tower Project | Tech 4 ARCH1016

30 30 % %

2020% %

10% 10%

20 2%0 %

1010% %

10 1%0 %

3pm Summer 3pm Summer

N NW N NE NE NW W CALM E W CALM E SE SW SE SW S S

>=30 and<40 CALM km/h >=10 and<20 >=30 and<40 CALM km/h >=10 and<20 >=0 and<10 >=20 and<30 >=0 and<10 >=40 >=20 and<30 >=40

Where can I find out more? Where can I find out more? Historic climate data and statistics Historic climate data and statistics Bureau of Meteorology Bureau of Meteorology www.bom.gov.au www.bom.gov.au Sun Movement App - SunCalc Sun Movement App - SunCalc www.suncalc.net www.suncalc.net Passive design advice Passive design advice Your Home Your Home www.yourhome.gov.au www.yourhome.gov.au Understanding climate change Understanding climate change State Government Victoria State Government Victoria www.climatechange.vic.gov.au www.climatechange.vic.gov.au For further information on our For further on our climate and information sustainable building climateconsider and sustainable design, the otherbuilding Fact design,inconsider theentitled: other Fact Sheets this series Sheets in this series entitled: • Indoor Environment Quality • Indoor Environment Quality • Energy Efficiency • Energy Efficiency • Stormwater Management • Stormwater Management • Urban Ecology • Urban Ecology • Innovation • Innovation • Permeability • Permeability • Sun Shading • Sun Shading • Green Roofs, Walls and Facades • Green Roofs, Walls and Facades

DISCLAIMER: This Fact Sheet has been created for general information purposes only. While the Fact Sheet has been created with all due care, no warrantyThis is given to its suitability for anyfor particular andpurposes users should ownSheet advicehas relevant their situation and DISCLAIMER: Fact as Sheet has been created generalpurpose information only.obtain While their the Fact been to created with all due specific IMAP or anyasparty by IMAP to reproduce the Fact Sheetshould is not responsible theadvice accuracy, currency orsituation reliability and of care, noneeds. warranty is given to itsauthorised suitability for any particular purpose and users obtain their for own relevant to their the Fact Sheet accepts liability for any damage, whether indirect, claims or expenses from any partyof specific needs.and IMAP or anyno party authorised by IMAP losses to reproduce thedirect Factor Sheet is not responsible for thehowsoever accuracy, arising currency or reliability who may Sheet rely onand its contents. the Fact accepts no liability for any damage, losses whether direct or indirect, claims or expenses howsoever arising from any party who may rely on its contents.

WEEK 1 SITE ANALYSIS PROJECT SITE: 81 Bouverie Street

March 20

9 a.m.

12 p.m.

3 p.m.

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

June 21

September 22

December 21

WEEK 1 PRECEDENT STUDY VISUAL ARTS BUILDING - Steven Holl Architects

In a school of the arts today, interconnection and crossover, made increasingly possible through digital techniques, are of fundamental importance. Interdisciplinary collaboration between the School’s various art departments is facilitated in the vertical carving out of large open floor plates. Students can see activities ongoing across these openings and be encouraged to interact and meet. Further interconnection is facilitated by glass partitions along the studio walls adjacent to internal circulatio Natural light and ventilation reach into the core of the building via “centers of light.” The seven vertical cutouts are characterized by a language of shifted layers, where one floor plate slides past another. This geometry creates multiple balconies, providing outdoor meeting spaces and informal exterior working space, further encouraging interaction between the building’s four levels. Stairs are shaped to enable informal meeting, interaction and discussion. Some stairs stop at generous landings with tables and chairs, others open onto lounge spaces with sofas, for informal collaborative work. Campus Space Definition/Porosity Natural ventilation is achieved via operable windows and skylights. A punched concrete frame structure provides thermal mass at the exterior while “bubble” slabs provide radiant cooling and heating. A Rheinzink skin in weathering

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Semester 1, 2021

WEEK 1 PRECEDENT STUDY SEATTLE LIBRARY - OMA

OMA’s ambition is to redefine the Seattle library as an institution that is no longer exclusively dedicated to the book, but rather as an information store where all potent forms of media – new and old – are presented equally and legibly. In an age in which information can be accessed anywhere, it is the simultaneity of media and – more importantly – the curatorship of its contents that will make the library vital. The first operation was to ‘comb’ and consolidate the Seattle library’s apparently ungovernable proliferation of programs and media. Project team identified five ‘stable’ programmatic clusters (parking, staff, meeting, Book Spiral, HQ) and arranged them on overlapping platforms, and four ‘unstable’ clusters (kids, living room, Mixing Chamber, reading room) to occupy interstitial zones. Each area is architecturally defined and equipped for dedicated performance, with varying size, flexibility, circulation, palette and structure.

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Semester 1, 2021

WEEK 1 PRECEDENT STUDY EXETER LIBRARY - Louis Khan

Semester 1, 2021

This archetype, resulted in designing a building’s layout in such a way that all servant spaces and equipment form a ring which surrounds the main, central space. Consequently, the connections between these spaces create a radical type of navigation as users are to make their way around the central space and experience other spaces. Khan made an effort to understand how students may use the library, upon his reflections of students some of favorite ways of students becoming mired in reading were by a bench by a window, a shared large table, soft armchairs by a fireplace or even outside benches sheltered under an arcade. These were all integrated into the project from its conception to realization, taking part in shaping the library building and its operation- for example carrels are placed at the end of every book shelf at the periphery near the windows and students have the ability to adjust the teakwood openings to determine how much light comes in, great for studying during the daytime. Furthermore, Khan refers to the described architectural characteristics of the campus by using traditional masonry methods as well as providing a raised reference level which is a typical means of signifying an entrance for many of the neighbouring buildings to the site. Moreover, the site holds a unique potential of opening a vast panoramic view over the central green space with its old trees. Kahn utilises this opportunity to connect with the site’s surroundings with open terraces. THIRD FLOOR

Stairs

Carrels

Book Storage Reading Area Elevators

Circulation

Speculative Education Tower Project | Tech 4 ARCH1016

THIRD FLOOR

Reception Desk - front of house

Stairs

Stairs Periodicals

Carrels

Reading Area

Elevators

Book Storage

Circulation FIRST FLOOR

Circulation THIRD FLOOR

THIRD FLOOR

Stairs

Carrels

Book Storage

Reading Area

Elevators

Circulation

WEEK 1 PRECEDENT STUDY MELBOURNE SCHOOL OF DESIGN: John Wardle Architects

The design process has involved regular briefing meetings, workshops and presentations with various faculty user groups, University Committees and Reference groups. comprising of 6 levels (basement plus five levels) and incorporates two lecture theatres, workshop, library, two exhibition spaces, cafe, a series of studios over three levels, a studio hall, and a series of associated academic and professional workspaces captured within the briefed 15,772 m2 GFA. The Studio Hall is enclosed by a coffered timber roof that mediates natural daylight and assists natural ventilation. The building has been designed to incorporate a number of innovative structural and services systems that combined with the building’s façade system contribute to achieving the targeted 6 star green star rated building.

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

WEEK 2 FORM PRECEDENT AND DETAIL STUDY

PROJECT SITE / 81 Bouverie Street Aleks Naumoski Sav Curcio cn architects

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 FORM STUDY STACKING WITH SCRIPTING

KPMB Architects ,Data Sciences Tower for Boston University

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

New Museum of Contemporary Art | SANAA / Kazuyo Sejima + Ryue Nishizawa, New Museum of Contemporary Art

WEEK 2 FORM STUDY FORM STUDIES - STACKING ITERATIONS

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

WEEK 2 FACADE EXPLORATION

CZA - CINO ZUCCHI ARCHITETTI EDIFICIO U15 The structure and the shell. A series of horizontal elements placed at regular intervals support an external system of fixed sunscreens made from bent sheet aluminium with different profiles and depths, anodized like the elements mentioned in the foregoing, in four colour variants from brown to gold, perforated with a numeric control system. While the patterns formed by the sunscreens give the whole façade its character, the frequency, number and arrangement of the holes has been studied according to the inclination and intensity of the sunrays in various hours and seasons on the different sides. The horizontal elements offer protection from the high sun from south during the summer months; the vertical development of the sunscreen elements is particularly suited to protect from the sun from the east and especially from the west during the last hours of the day in summer. Near the communal areas on the different floors there is a series of glass elements positioned flush with the outer walls, which may serve as greenhouses. On the ground floor the outside of the sunscreens form a sinuous profile which echoes the landscaping of the surrounding green areas. Even if planned specifically to maximize the energy performance of the building, the geometry of the plan and the design of the outer shell form a diaphragm which varies considerably according to the hours, seasons and weather, generating always different perceptions, making the building look like a ‘natural‘ object inserted in the new landscape of the diffused city. 41

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

WEEK 2 FACADE EXPLORATION

Semester 1, 2021

Music Conservatory in Paris’ 17th Arrondissement Basalt Architecture

ZMMK has outfitted its lab building with horizontal folding shutters made by Belu Tec. Thanks to the innovative system, a façade (such as that of the Cologne clinic) can be outfitted with a curtain facade featuring almost 1,000 movable or fixed perforated sheet metal cassettes. And each of them has the same surface structure, meaning that lighting levels and sun protection can easily be adapted to the respective needs. In addition to functional advantages such as increased protection against the wind or burglary, a façade consisting of such horizontal folding shutters has a special aesthetic appeal. For the building can change its appearance at the press of a button, and this is not some technical gizmo. If the folding shutters are closed, the building seems to be as hermetically sealed as a warehouse, and yet the very next moment its appearance morphs and it is open and inviting. Thus, thanks to Belu Tec folding shutters a building can be imbued with multiple personalities.

-interior metal work -motor-driven shutters -copper siding -wooden siding and decking -coating

Two dance studios at the top of this copper-clad music conservatory in Paris by local studio Basalt Architecture project outwards from the facade to capture plenty of natural daylight The conservatory’s entire exterior is clad in a shimmering skin of copper panels, which reference the colour of the nearby sandstone church of Sainte-Odile and the recent residential buildings. “Copper allowed us to create a facade whose playful folds and perforations play with light by filtering sunlight during the day and sifting light outward at night,” said the architects. “Copper is used as a natural material and its oxidation participates in the life of the building.” 42

Speculative Education Tower Project | Tech 4 ARCH1016

THE MUTABLE HOUSE Stylepark

WEEK 2 FACADE EXPLORATION

Semester 1, 2021

gramazio & kohler: pike loop Digital fabrication with robots enables the architect to directly research the physical layer of construction. This project points out the potential of interlocking the architect’s knowledge of production and construction methods with the design process. Additive fabrication processes especially promise a high potential for architecture. Beside its close relation to common construction practice, additive fabrication allows for: the control of the micro and macro structure of a building component, performance optimization through the design of the cross section and it produces no waste. Yet, the application of digital additive fabrication in architecture and its implication on design are largely unexplored and are open to a wide range of research.

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 DETAIL STUDY CURTAIN WALLS

MELBOURNE SCHOOL OF DESIGN: John Wardle Architects

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

A NEW COLLEGE IN A FRENCH VILLAGE COCO ARCHITECTURE, JEAN DE GIACINTO COMPOSITE

SEBRAE HEADQUARTERS / GRUPOSP + LUCIANO MARGOTTO

WEEK 2 DETAIL STUDY CANTILEVERS AND FLOOR BOXES

Semester 1, 2021

WONK ARCHITECTES HEALTH TRAINING INSTITUTE

SEBRAE HEADQUARTERS / GRUPOSP + LUCIANO MARGOTTO

FRANCESCO BONANOMI, ALBERTO PROSERPIO, MICHAEL QUARENGHI, RED GOLD 45

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 DETAIL STUDY OMA - SEATTLE LIBRARY

Speculative Education Tower Project | Tech 4 ARCH1016

Semester 1, 2021

WEEK 2 MATERIAL STUDY

Semester 1, 2021

Steel frames Many multi-storey steel structures use moment frames or braced moment frames. Because of the high strength of steel, it is possible to design multi-storey steel structures with very stiff frames. Many buildings are designed to have low ductility or even an elastic response. The size of the steel members, which partially determines the strength of the frame, is often controlled by other factors, such as gravity and wind loads, rather than seismic loads. However, they must be designed with sufficient ductility to avoid a sudden failure in a large earthquake, for example, from buckling. Steel bracing Steel is an effective material for bracing steel frames, and eccentric braced frames are widely used. There are also a significant number of low to medium-rise buildings that use concentrically braced frames. The braces may be designed to work in tension or compression. Generally, steel braces have a high degree of strength and stiffness as well as high ductility , which also gives them a damping characteristic. Some braces enhance this effect by adding additional dissipative components to the brace. However, steel braces, especially eccentric steel braces, are susceptible to buckling if the brace is not sufficiently reinforced, and repeated tension and compression cycles can cause the steel to fatigue and break Post-tensioning in steel Post-tensioning in steel uses the same principle as the post-tensioned techniques described for concrete. The system uses a series of jointed steel members connected together with post-tensioning tendons to create a moment frame. During a minor earthquake, the additional frame stiffness provided by the tendon tensioning reduces movement of the structure. When exposed to larger lateral seismic forces, the structure will oscillate or rock as the elastic action of the tendons allows gaps to open and close between individual members within the frame. The tendons pull the structure back into its original position as the shaking subsides. Some designs place damping devices across the gaps to dissipate energy during the rocking. A relatively new idea that is still under development proposes to ‘tie down’ the entire structure simultaneously by running a single post-tensioned steel tendon from the top of the frame to the foundation. Spring joints Spring joints can be used in rocking structures. They use a series of high-strength springs to couple the base of the steel frame to the foundation. During an earthquake, the frame is still able to rock according to its post-tensioned design. However, as soon as the column foot begins to lift, the spring compresses and applies a restorative and damping force. The spring also remains undamaged. Like other dampers, spring joint systems protect the foundation and column foot from impact damage while the building rocks. They also act with the post-tensioning system to return the structure to its original upright position. The springs also increase the force required to produce uplift, which increases the overall stiffness of the structure and reduces frame displacements.

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 MATERIAL STUDY

Semester 1, 2021

Core System A concrete core system is usually comprised of walls that are required around lifts, toilets, plant rooms and service risers. As the building increases in height the overall size of the core, or the floor space it occupies can be reduced due to bending forces occurring at the bottom of the structure rather than the top. Where ever perforation in core walls appear i.e door ways and openings, link beams are used to ensure each core is a rigid diaphragm. All columns around the perimeter of the structure and within the interior are solely used as gravity load bearers, only taking the load of each floor whilst propping it up. They aren’t integral to the building’s ability to keep its self from falling over horizontally. As shown in the diagram to the left, this particular example consists of a concrete core with steel columns at the perimeter and steel beams that support a slab which is fabricated utilizing a product called Bondek. Bondek is a versatile and robust structural decking and ceiling system for concrete slabs. It is a highly regarded formwork product offering efficiency and speed of construction.

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 MATERIAL STUDY

Semester 1, 2021

Slab System - Bondek As shown in the diagram to the left, this particular example consists of a concrete core with steel columns at the perimeter and steel beams that support a slab which is fabricated utilizing a product called Bondek. Bondek is a versatile and robust structural decking and ceiling system for concrete slabs. It is a highly regarded formwork product offering efficiency and speed of construction. BONDEK has superior spanning capacities. 1.0mm BMT. BONDEK can be used as a permanent formwork spanning up to 3.6m unpropped used in steelframed construction. It provides efficient reinforcement in slab construction for steel-framed buildings, concrete framed buildings and in buildings with masonry oad bearing walls. The excellent shear bond resistance develope between BONDEK® ribs and concrete enables highly efficient composite action to be achieved in a composite BONDEK slab. DESIGN ADVANTAGES INCLUDE: • Excellent spanning capacities for greater strength and less deflection. • Acts as permanent formwork with minimal propping and no stripping of formwork face is required. • Fast and easy to install (590mm wide) with less handling required. • Works as reinforcement with composite slab saving on concrete and reinforcement costs. • Ribs at 200mm centres creating a safe working platform with slip resistant embossments on the ribs. • Advanced design for fire resistance.

Speculative Education Tower Project | Tech 4 ARCH1016

WEEK 2 MATERIAL STUDY

Semester 1, 2021

Galvanised Perforated Metal Sheeting/ Panels Perforated Metal sheets are usually made from a variety of materials one of which being Aluminum which is 100 percent recyclable. Perforation in the panels even when acting as interior partition walls still allow for airflow to pass through with out much hindrance. The panels when used correctly protect building tenants against harsh Australian summer sun providing shade, whilst simultaneously continuing to provide relatively clear views. They allow sunlight to still enter the building providing a natural light source while reducing glare. Perforated Metal sheets have characteristics of heat dissipation which in turn results in the load of air conditioning can be significantly reduced. There is data to suggest when using perforated sheet in front of building facade can bring about 29% to 45 energy savings. Due to manufacturing methods, there a various ways that perforated sheets can be manufactured to display various styles, techniques used and custom pattern qualities.

Speculative Education Tower Project | Tech 4 ARCH1016