RONALDO LI - ARCHITECTURE PORTFOLIO by Ronaldo Li

ARCHITECTURE

PORTFOLIO SELECTED

RONALDO

WORKS

SHENZHEN BAY SPORTS CENTRE

C O N T E N T S

1 / A NEW URBAN COMMUNITY 2 / AFTER THE FLOOD 3 / DRAWING ARCHITECTURE 4 / THE SKY CITY 2050 5 / THE TR APEZOID 6 / SUPURMODUL AR 7 / ADVANCED FABRICATION 8 & 9 / D O CUMENTATION

A NEW U R BA N C OMMU NIT Y

LOCATION : MELBOURNE

SUPERVISOR: Lisa Mee

RMIT University / 2019

PER FAC

WT-07

Advanced Diploma of BD

HOLLOW PERFORATED METAL ROOF PANEL

WT-01

1225

1770

D1 R.01

Roof Level A.H.D54.400

REPTURED OPENING WITH METAL MULLION SILL 3500

This project sets out to create an urban hub for both students and the public to congregate, connect and create a sense of community, the project allows engaging in the revitalization of the existing underutilized RMIT campus in South Carlton, Melbourne, VIC

PERFORATED METAL FACADE

D5 5.08

D5 379

D5 377

D5 376

Level 5 A.H.D50.900

3500

WT-07

D5 4.22

D5 4.21

D5 4.23

D5 4.24

Level 4 A.H.D47.400

RMIT LOGO LED SIGNS

3850

This urban renewal will contribute to the creation of a new and vibrant public precinct within RMIT and the broader community. A series of buildings were researched, designed, and documented to accommodate a mix of commercial/ educational/residential occupancies. The design of the building and adaptation of BIM allows integration and analyze environmental issues in ESD and design over the life cycle of the asset.

WT-07

Working Level 3 A.H.D43.550 WT-08

3850

MULLION

WT-07

Working Level 2 A.H.D39.700

3850

ACCESSIBLE STEEL OUTRIGGER PATH FOR WINGDOW WASHING

Level 1 A.H.D35.850

HOLLOW MULLION SILL

3850

C2 WT-08

EAST ELEVATION

EXTENT OF BASEMENT

SOUTH ELEVATION C

SCALE 1 : 100

1755

6855

D1 4.15

CARPET

600

CARPET

D5 4.18

BALC 4.06

3205

120 3130 200

6865

TILE

600

STUDENT COMMON LIVING

TGS

CARPET

WT-08

C4 WALKABLE TRACK

850x2040MM DOOR

820x2040MM DOOR

720x2040MM DOOR

2790

1160 120 1040

4070

2130

120

2130

3290

1040 120

A302 1845

3410

U R B A N

H U B

7000

600 1020

9425

920x2040MM DOOR

FOURTH FLOOR (RESIDENTIAL)

PROJECT: UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS PROJECT NUMBER : 01 CLIENT : RMIT UNIVERSITY LOCATION: 34 CARDIGAN ST.MELBOURNE.VIC

FOURTH FLOOR

GROUND FLOOR (COMMERCIAL)

R.B

1420

4645

3080 120

890

6135

1990 3035

1130 120 1140

4710 C4

H.P

STUDENT COMMON KITCHEN

WT-06

2030

120

600

D5 4.20

BALC 4.05

BALC 4.04

CARPET

600

D5 4.19

D5 4.21

1410

2680

WT-06

R.B

WT-04

STUDENT STUDENT ACCOMMODATION ACCOMMODATION TYPE 2 TYPE 2 WT-06

BALC 4.07

2240

D1 4.13

R.B

600

SHWR

WT-08

WT-04

STUDENT ACCOMMODATION TYPE 3

WT-06

SHWR

D1 4.14

WT-04

2790

D1 4.11

WT-04

D1 4.10

D1 4.12

D1 4.16

2405

D1 4.17

R.B

D1 4.09

CARPET

SHWR

WT-06

STUDENT ACCOMMODATION TYPE 2

WT-03

WT-06 WT-06

SHWR

6500

PRODUCING TECHNIQUES

3035

CORRIDOR

A301

BALC 4.03

7055

F.I.P

R.B

1990

600 WC

2 A601

D5 4.22

CARPET

WT-01

WT-05

120

D1 4.08

TGSI

STUDENT ACCOMMODATION TYPE 2

WT-04

BALC 4.02 D5 4.23

WT-06

D1 4.01

11 12 13 14 15 16 17 18 19 20

WT-01

CONSULTANTS

CARPET

WT-06

D1 4.07

TGSI

REINFORCED CONCRETE SLABS AND COLUMNS TO BE IN ACCORDANCE WITH AS 2780 AND 3600

STUDENT ACCOMMODATION TYPE 2 WT-04

D1 4.06

10 9 8 7 6 5 4 3 2 1

TGSI

ALL STEEL FRAMING AND FABRICATION TO BE IN ACCORDANCE WITH 4100

R.B

D1 4.05

WT-06

TGSI

3035

A301

AUSTRALIA STANDARD

R.B

SHWR

D5 4.24

400

600 WC

WT-06

600

4710

WT-01

WT-07

24/05/2017

BALC 4.01

1420 WC

DOOR SCHEDULE

STUDENT ACCOMMODATION TYPE 1

D1 4.04

2310

17/05/2017

GENERAL REVISIONS AS NOTED

2240 D1 4.03

CNSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER.

EXTERNAL ELEMENTS ARE THOSE EXPOSED TO WEATHER OR WATER PENETRATION, AS3600 EXPOSURE CLASSIFICATION B1 UNLESS NOTED OTHERWISE

10/05/2017

ISSUE FOR CONSTRUCTION I REVISIONS AS NOTED

1960

TILE

LIFT

Date

DESIGN DEVELOPMENT/ GENERAL REVISIONS

440 1185 150 1020

Description

A B C

120 1115

2005

3050

D1 4.02

No.

WALKABLE TRACK

D4 4.25

LAUNDRY

WT-03

ALL CONCRETE SHALL BE GRADE N32, NORMAL DENSITY UNLESS NOTEDC3 CCNSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER.

PERFORATED METAL FACADE

WT-04

ANY DISCREPANCES OF THE WORKS OR PROCUREMENT OF THE WORKS DUE TO ANY CIRCUMSTANCE, NOT LIMITED TO IN SITU CONDITIONS OR ANY PROHIBITIVE RESTRICTION, SHALL BE REFERRED TO G.M. DESIGN ITSELF; DUE TO ANY UNSEEN CIRCUMSTANCE

Structural engineer Traffic Engineer Hydraulic Engineering Landscape architect Traffic Engineering Cjarms Hydrolic Services Risk Day Landscaping Building Surveyors Fire Engineer PLP Building Surveyors IFS Consultations

1435

ELEVATION

ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT AUSTRALIAN STANDARDS, INCLUDING ALL AMENDMENTS, AND THE BY-lAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITY, EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.

SECTION

SCALE 1 : 100

7000

200 1410 150 COMPLEX 1755 120 6735 120 1315 PROJECT: UNDERTAKE ARCHITECTURAL PROJECTS PROJECT NUMBER : 01 1875 3045 2390 4345 1405 CLIENT : RMIT UNIVERSITY 2 LOCATION: 34 CARDIGAN ST.MELBOURNE.VIC A302 WT-08 DESIGN BY : BAOHONG LI

GENERAL NOTES

WEST ELEVAT

7000

6895

7000

WALKABLE TRACK

400

CROSS SECTION

EXTERIOR BICYCLE LOCKER SPACE

D6 G.20

D5 G.03

Ground Floor A.H.D32.000

No. A B

Description

Date

Drawn by

DESIGN DEVELOPMENT/ GENERAL REVISIONS

10/05/2017

Student Number :

ISSUE FOR CONSTRUCTION I REVISIONS AS NOTED

17/05/2017

Groups:

BAOHONG LI s3527921 BD3B Date

FOURT (ACCOMM

Issue Date

200X50MM STEEL PURLINS

ALUMINUM FLASHING

STEEL FRAMED ROOF AT 2 DEG. PITCH. REFER TO STRUCT. ENG'S DWGS 75MM THICK GLASSWOOL INSULAYION BATT INFILL

300MM WIDE 150MM DEEP BOXGUTTER

Working Top A.H.D57.900

1200H FRAMELESS DIRECT PRO PATCH RAILING SYSTEM.@ ALUMINIUM POSTS / GLASS PANELS AT 400 CENTRES.

SPANDECK GUTTER BOARD ON ADJASTABLE BOARD BRACKET 70x125x 12ANGLE WITH 3 BOLTS.

45X 100MM TIMBER DECK AS BALCONY FLOORING

WALKABLE 30MM THICK STEEL TRACK SET ON OUTRIGGER FOR WINDOW WASHER ALL THE WAY ALONG EDGE OF THE BUILDING

RB 100x100 ANGLE WITH 6MM C.F.W TO CAST IN PLATE

TIMBER DECK SUPPORT PLATE BEHIND AT 500 CENTRES

3° FALL

MEMBRANE

FOAM BACKING ROD

4MM THICK ALUMINIUM COVER 10mm THICK INTERFACE CARPET

Level 5 A.H.D50.900

3° FALL

BLOCK WALL

RONDO STWS CEILING SOUND 2 x 16MM FIRE RATED PLASTBOARD CEILING

3 A301

ROOF SECTION DETAILS

150 THICK STEEL OUTRIGGER TO SUPPORTS TRACK AT 2000 CENTRES

SCALE 1 : 10

4 A301

TISSUE ROLL

EXTRA BRACKET EXTENSION PLATES

140x190x390MM GPH CONCRETE BLOCKS

10MM GYPROCK PLASTERBOARD WITH PAINTED FINISH

RONDO STWS CEILING SOUND INSULATION ASSEMB

75MM THICK GLASSWOOL INSULAYION BATT INFILL.15MM SOUNDCHECK PLASTERBOARD

SECTION 1 - Callout 1 SCALE 1 : 10

D3 327

SLIDING DOOR

MACSIM CONTINUOUS PLASTIC PACKERS

SEALANT OVER SINGLE FLANGE SEALANT BACKER

CONCEALED FLUSH TANK INLET IN WALL TANK

BALCONY 4.02

150 DIA DOWNPIPE

10MM THICK DOWNPIPE BRACKET

90MM TYPICAL STEEL STUD RONDO OUTLET STUDS AT 450 MM CENTRES

20MM THICK TIMBER TOILET PARTITION

TOGGLES INSTALLED TO MANUFACTURER'S RECOMMENDATION

15MM SOUNDCHECK PLASTERBOARD

75MM THICK GLASSWOOL INSULAYION BATT INFILL 15MM SOUNDCHECK PLASTERBOARD

D3 326

75MM THICK GLASSWOOL INSULAYION BATT INFILL 15MM SOUNDCHECK PLASTERBOARD

10MM GYPROCK PLASTERBOARD WITH PAINTED FINISH

200x1200MM CONCRETE COLUMN 10MM AQUACHEK PLASTERBOARD

50MM DIA FLUSH BEND PIPE BELOW

90MM TYPICAL STEEL STUD RONDO OUTLET STUDS AT 450 MM CENTRES

1200H FRAMELESS DIRECT PRO PATCH RAILING SYSTEM BELOW.@ ALUMINUM POSTS / GLASS PANELS AT 400 CENTERS.

SEALANT OVER SINGLE FLANGE SEALANT BACKER

TISSUE ROLL

10MM AQUACHEK PLASTERBOARD

1 A201

CEILING SPACE

RAIN WATER OUTLET SYSTEM

30MM THICK CAST IN PLATE WITH 30MM DIA NAILS PLACE ON

PLAN DETAIL 1

200x1200MM CONCRETE COLUMN

HORIZONTAL GRAB RAIL

2 A205

SCALE 1 : 10

DETAIL DRAWINGS

PROJECT: UNDERTAKE COMPLEX ARCHITECTURAL PROJECTS PROJECT NUMBER : 01 CLIENT : RMIT UNIVERSITY LOCATION: 34 CARDIGAN ST.MELBOURNE.VIC DESIGN BY : BAOHONG LI

No. A B C

Description

BALCONY 4.03

PLAN DETAIL 2 SCALE 1 : 10

Date

Drawn by

BAOHONG LI

DESIGN DEVELOPMENT/ GENERAL REVISIONS

10/05/2017

Student Number :

ISSUE FOR CONSTRUCTION I REVISIONS AS NOTED

17/05/2017

GENERAL REVISIONS AS NOTED

24/05/2017

Groups: Checked by:

DETAIL DRAWINGS

s3527921

ESD ANALYSIS

PLAN & SECTION DETAILS

BD3B Date PETER SCHENKEL Scale

Issue Date 1 : 10

A601

NORTH

AF T E R T H E F LO OD

LOCATION : YIXING, CHINA

SUPERVISOR: Dr John Doyle

RMIT University / 2020 Master of Architecture The project proposes a new model of rural urbanism which demonstrates a symbiotic relationship between flooding systems and human settlement. The architecture explores how the negative effects of frequent floods can be mitigated and investigate the potential value of floods in developing new kinds of economic systems that can be co-existing with nature. Design strategies begin by analyzing the impacts on existing economic typologies, demonstrating how seasonal disaster leads to specific issues. The investigation of the economic model splits into two parts. Firstly, looking at agricultural and local industries a series of new industrial types are proposed. Secondly, a new framework of urban and public engagement is developed in which the isolation and dislocation of flooding events are inverted to create a new open community condition catalyzed by the presence of water. Ultimately the ambition of this project is to propose a model of rural urbanization that allows for vibrant villages that thrive through their adaptability to flooding events. VILLIAGE OF YIFENG, CHINA

VILLIAGE OF YIFENG, SHANGHAI

1.COWO R K ER

2 . R E T A I L

APARTMENTS

RESIDENTIAL

3.DOUBLE-STORIES RESIDENTIAL

4 . C O U R T YA R D H O U S E S

EXISTING RESIDENTIAL TYPOLOGIES

YIFENG IMPRESSION

FLOOD ADOPTION CONCEPT

DR AW I NG A RC HIT EC T U RE

LOCATION : MELBOURNE

SUPERVISOR: Vicky Lam & DAS

RMIT University / 2019 Master of Architecture By creating architectural drawings both individually and as a team based on the observation of the urban environment of Melbourne, the workshop is expected to give the participants an insight into the craftsmanship of architectural drawing through some of the fundamental training. the concept of the projections, and the techniques of visual narrative through 2d lines explosion which the way transforming the architecture and urban composition into a dynamic panorama. Drawing Architecture Studio and its relevant drawings have demonstrated that, artist expression often undisciplined, this said, the drawing technique can somehow be understood as a tool to seek the potential because after the collaboration of the individual works, the grand drawing expresses the complete different urban phenomenon than what the actual Melbourne maps which we have already known, I believe this valued more than just the drawing technique itself. This said, no doubly, gives me the inspiration that being an architect, our practice creates imaginative scenes which express reality. PRODUCING TECHNIQUES

FLOOR PLAN

FINALIZE

FLOOR PLAN

THE SITE INVESTIGATIONS

ORIENT

EXTRUDED HEIGHT

2D SECTION TRACE

CUT

ORIENT

EXTRUDED HEIGHT

T H E SK Y C I T Y 2 0 5 0

LOCATION : SHANGHAI,CHINA SUPERVISOR: Dr John Doyle

RMIT University / 2020 Master of Architecture “What if the flying car becomes the primary transportation?’ We assuming that there will be a new urban system, and the lifestyle was something unique. Perhaps, a brand new type flyport? becomes a transportation hub for flying Cars in the future. Grasshopper is a visual programming language and environment that runs within the Rhinoceros 3D computer-aided design application. Grasshopper scripting the logistic which narrative the Skyport in terms of quantity, sizes, distances in between, and also, generating the outcomes of the building density iterations. Design & speculate the typologies of the centralized transportation architecturally, which is the Skyport, and it is the key to coordinate the fly drone around Lake Tai, The new ideas is driven from the existing fact in 2020 which the bus is the major public transport and demonstrating it’s necessary, whilst the insufficiency, because the way people using it has to be more thoughtful, so the question was to seeking the value between the transportation and destinations. THEORETICAL

URBAN LAYERS

ITERATIONS & PROCESS

SKYWALK

BUILDING

ROAD WATER

REARRANGED ROAD

2050

AIRPORT

DIGITAL SIMULATIONS

T H E T R A PE ZOID

LOCATION : WARRNAMBOOL

SUPERVISOR: Vicky Lam & DAS

RMIT University / 2019 Bachelor of Architecture Trapezoid sets out to respond not only to the shortage of urban facilities but more importantly address the immediate context, communal and local aged tendency. The new functionalized bridge locate in the city of Warrnambool, generate a new interaction between the residential area and wildlife reserves, variational levels aim to maximum physical training for the local community at the same time. Through the investigation of local archaeology, simulating a circle training system over the top of the bridge. The core concept of the design was two hollowed trapezoids crossing to each other, which creates an opportunity to resolve the problem of accessibility beside the lands of the train track.

CIRCLE TRAINING BRIDGE

SU P UR MODUL AR

LOCATION : THEORETICAL

SUPERVISOR: Keith Little

RMIT University / 2018 N

Bachelor of Architecture

UP TO 5m

Nour

Callum

Elma

“Supermodular games are those characterized by ‘ strategic complementaries’ roughly , this means that when one player takes a higher action , the others want to do the same .” Jonathan Levin, Standford University

PROVIDING ROOF ACCESS

5 METERS RESIDENCE

TWO STORIES APARTMENT

RONALDO

Nour Ren Wu

RONALDO

The Distra�ons of Design Decision Ronaldo adopts a sloping design, allowing Elma access to roof, and roof intera�ve access to Nour’s roof.

Nour

Elma

PLAY GROUND: MAINTAINS THE SLOPE BUT STOP KIDS CLIMB HIGH .

Elma

DAY CARE

1. Site Easements

2. Context Condi�on

The project is an outcome through a series of meetings, restriction agreements, exceptions, and boundary conditions located in a theoretical site occupied by seven tenets.

3. Physicial Barrier

PROVIDING ROOF ACCESS RESIDENTIAL

The design of the art gallery for freelancers in such a situation architecturally would benefit each other, both as neighbors and as a neighborhood. The promotion of the exploration results in planning envelopes, material palettes, green space, utilities and shared infrastructure.

SLOPE ROOF : GALLARY

ROOF ACCESS STAIRS

8. Final Design

STOP KIDS

7. Disagreements

6. Basement Adop�on

5. Physical Barrier + Roof Access

Roof Li�s up, Protec�ng the privacy

Residen�al Lo� & Gallery interac�on

Half Physical Barrier + Roof Access. Create a con�nuum playable areas. Sky Lights Adop�on.

4. Providing Roof Access & Engagement

THREE RESIDENCE HAS ENGAGEMENTS , THE SLOPE BECOMES BRIDGES.

ADVA NCE D FA BRIC AT ION

LOCATION : DIGITAL

RMIT University / 2020 Master of Architecture

SUPERVISOR: Nic Bao

Hesam Mohamed, Natelie Alima Charlie Boman

1. TOPOLOGY OPTIMISATION PROCESS

The goal of the project was to explore a series of digital manufacturing methods between robotic fabrication and material data. 2020 COVID-19 Pandemic outbreak has enforced architectural digital revolution deeply, Through the online collaborative works, the project explores the symbiotic relationship between biological materials, computational design, and robotic fabrication. The concept focusing on extracting data from the material in order to 3D print. The exploration of design and fabrication of intricate lattice structures through the application of structure-based behavioral multi-agent algorithms and 3D printed formwork strategies, the interaction of material and biological agency generate new and unimaginable forms 2.DIGITAL OPTIMISATION PROCESS

3. FORMING COMPLEXITY

4. FABRICATION - 3D PRINTING

SP ORT CE N T R E

SOFTWARE

REVIT

Top Ceiling level 5000

W 2

Lower Ceiling level 4000

F 06

SUPERVISOR: Nino Lucci

W 3

TOILET SHOWER RN06

DISABLED TOILET RN07

W 04

W 3

CANTEEN SEATING RN17

RECROOM FUNCTION ROOM RN12

TOILET SHOWER RN08

UNIFORM SHOP RN32

OFFICE RN31

D 4

D 4 Ground Level 0

RMIT University / 2018 Advanced Diploma of BD Building information modelling (BIM) is being used to create three-dimensional representations of buildings and their components for construction. Working drawings provide dimensioned, graphical information that can be used.

SECTION B 1:50 @ A1

B 05

A C 06

A 06

This building is an indoor sports center and a basketball pitch. The land is sloping, therefore the project responds to this location by generating terraces and seats. A great piece covered in corten steel fits on the backside of the plot and generates a front of 4 meters towards the basketball pitch.

Top Ceiling Level 5000 Lower Ceiling Level 4000 W 3 W 3

RMIT University

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL)

GYM RECOVERY RN17

RECROOM FUNCTION ROOM RN15

MPO-02

B 06

Ground Level 0

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL)

ARCH 5196

E 06

GENERAL NOTES:

SECTION A 1:50 @ A1

A 05

5 03

SKYLIGHT DETAILS 1:5 @ A1

W 1

W 3 D 01

D 01

CHANGE ROOM RN01

CHANGE ROOM RN02

W 2

D 01

STUDENT NAME: BAOHONG LI

GN 01.. THE SITE SHALL BE ADEQUATELY FENCED OFF DURING CONSTRUCTION TO PREVENT PUBLIC ACCESS; GN 02. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEERS & CONSULTANTS COMPUTATIONS & DRAWINGS & SHALL CONFORM TO BCA, SEC, MELB. WATER, GAS & FUEL AND LOCAL AUTHORITIES AS APPLICABLE. GN 03. CONNECT P.V.C. STORM-WATER 6 7 DRAINS TO LEGAL POINT OF DISCHARGE ACCORDING TO COUNCIL & LOCAL AUTHORITIES REQUIREMENTS. PROVIDE INSPECTION OPENINGS @ 9M.CTRS. MAX. ALONG DRAIN OR AT CHANGE IN DRAIN DIRECTION. GN 04. ALL FOOTINGS & CONCRETE TO COMPLY WITH A.S 2870 & BCA REQUIREMENTS. CONCRETE SLABS SHALL GENERALLY BE 100MM. THICK POLYTHENE VAPOUR BARRIER & 50MM. COMPACTED SAND BED UNLESS OTHERWISE NOTED. GN 05. ALL BRICKWORK TO COMPLY WITH AS 1475. ALL EXTERNAL WALLS SHALL BE 270MM. THICK UNLESS OTHERWISE NOTED. ALL SOLID BRICK & BRICK VENEER WALLS W SHALL HAVE 25MIN. CAVITY. DAMP PROOF 2 COURSES SHALL BE AN APPROVED WATERPROOF MEMBRANE PLACED ABOVE GROUND LEVEL & BELOW FLOOR LEVEL.

D 01

STUDENT NO. : S3527921 CLASS : BD2B

DATE

10/08/2016 DRAWN

SECTION

CHECKED

GORDON

SCALE

PROJECT NO:

SHEET

1:50

05/06

D 5

FIRST AIDROOM RN22

D 01

TOILET SHOWER RN03

D 2

B 05

D 2

DISABLED TOILET RN07

D 2

LEGENDS

RECROOM FUNCTION ROOM RN12

D 2

D 4

CHANGE ROOM RN23

CHANGE ROOM RN24

D 2

UNIFORM SHOP RN32

TOILET SHOWER RN08

D 2

D 1

TOILET SHOWER RN25

TOILET SHOWER RN26

CANTEEN KITCHEN RN18

CHANGE ROOM RN10

CHANGE ROOM RN09

D 3

DRY STORE RN19

W 2

D 3

D 1

DISABLED TOILET RN27

D 1

Reception R13

D 2

D 3

GYM RECOVERY RN11

D 06

TOILET SHOWER RN13 D 01

D 01

REF.CHANGE ROOM RN14

D 01

FREEZER RN21

Doo

D 1

CHANGE ROOM RN36

MALE TOILET RN29

D 5 D 1

D 1 D 2

CHANGE ROOM RN37

D 3

DISABLED TOILET RN30

D 01

TOILET SHOWER RN35

D 1

FAMALE TOILET RN28

D 01

REF.CHANGE ROOM RN16

D 1

COOLROOM STORE RN20

TOILET SHOWER RN15

DISABLED TOILET RN33

TOILET SHOWER RN34

D 1

D 2

D 5

B 05

CANTEEN SEATING RN17

D 3

Carpet

D 4

OFFICE RN31

D 01

Studio Spaces R10

TOILET SHOWER RN06

DISABLED TOILET RN05

TOILET SHOWER RN04

D 1

D 5 D 1

D 4 D 5

W 04

A 05

MP-03 RMIT Building 94 Extension RMIT Building 94, 23 Cardigan St, Carlton VIC. 3053

Drawing number

5 01

BLOCK WALL SECTION 1:20@ A1

5 02

TIMBER STUD WALL SECTION 1:20 @ A1

5 04

FLOOR PLAN DETAIL CONCRETE WALL&ROOF 1:502 1:100 @ A1

Student Name Student No. Group Checked by

05/08 BAOHONG LI s3527921 BD2B NINO LUCCI

WALL SECTION & Details

MPO

C AMPLUS

SUPERVISOR: David Gorden

6207

5922

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL 5542

ARCH 5196 GENERAL NOTES:

367

REVIT

B 942

3596 1670

E E

7500 7500

7000 7000

D D

C C

2000 2000

B B

8500 8500

6500 6500

55 03 03

A A

R.L R.L 31700 31700

R.L R.L 28700 28700

Upper Upper Level Level Studio Studio

WT03 WT03 7500

7500 44 02 02

7000

Reception Reception

R.L 31700

77 01 01

Upper Level Studio

Stairs Spaces

WT01

EXISTING EXISTING BUILDING BUILDING

Studio Spaces

BAND BEAM SLAB DETAILS

R.L 25200

Reception

R10

D47

R.L R.L 21700 21700

Upper Level Computer Lab

4 02

R13

Carpet

4 03

D34

Computer Labs R15 Carpet 7 01

WT02

EXISTING BUILDING

7 02

BOX DETAIL BOX GUTTER 7 GUTTER 1:5

R.L R.L 25200 25200

R.L 28700

Carpet Carpet

WT02 WT02

01 1:5 SECTION 4 TYPICAL 7 BAND BEAM SLAB DETAILS 01 1:100 01 1:5

7500

Computer Computer Labs Labs R15 R15

D34 D34

R13 R13

Carpet Carpet

WT03

BOXB GUTTER DETAIL A 1:5

7 02

R10 R10

D47 D47

4 01

C DETAIL BOX GUTTER 7 Upper Upper Level Level 026500 Computer Lab 8500 1:5Lab 02 Computer

5 03

44 03 03

2000

WT01 WT01

5 04

Studio Studio Spaces Spaces

Stairs Stairs Spaces Spaces

1:5

DETAIL

R.L 21700

TYPICAL SECTION 1:100

WT02

WALL WALL TYPE TYPE 2: 2: 18mm 18mm Timber Timber Stud Stud Wall Wall 5mm 5mm Sand-Cement Sand-Cement Render Render 0mm 0mm Timber Timber Stud Stud With With Insulation Insulation lining lining up up 3mm 3mm Plasterboard Plasterboard as as Internal Internal Layer Layer

WT03

1593

7312

4600

3600

4490

1003

1854

150mm WIDE DOWN PIPE

2814

374

OPEN SPACE IN LEVEL 7

6546

236

3450

2500

236

2000

1279

310

332

866 1102 70 900

2164

2732

1444 942

RAIN WATER FALL ARROW

3315

2996 319

1964 1457 107

197

7170

EDGE OF THE BOXGUTTER BELOW

285

1900 2207

110

865

2600

5500 3066

MP-03 RMIT Building 94 Extension

3342

4946

1175

3402 1114

1785

2443

1833

01 01

LEGENDS 07/08

RMIT Building 94, 23 Cardigan St, Carlton VIC. 3053 Drawing number Student Name

2° FALL

Student No. Group

Checked by

SCHEDULE SCHEDULE

BAOHONG LI

R8 R8

s3527921

DOOR NUMBER REFER TO DOOR SCHEDULE FOR DETAILSS

BD2B

R.L R.L

ROOM NUMBER REFER TO ROOM SCHEDULE FOR DETAILSS

3053

Date

ROOF ROOF LEVEL LEVEL Student Name

NINO LUCCI

BD2B

E 7000

D 2000

8500

6500

A 7500

5 20/10/2016 03

7 02

R.L 31700

07/08 BAOHONG LI s3527921

R.L 28700

BD2B

Group Checked by

20/10/2016

Scale

Student No.

1:5

Date

ROOF LEVEL

Date

s3527921

23 Cardigan St,

ROOM ROOM NUMBER NUMBER REFER REFER TO TO ROOM ROOMDrawing SCHEDULE SCHEDULE number FOR FOR DETAILSS DETAILSS

DETAILS

R.L

5 04

RMIT Building 94, DOOR DOOR NUMBER NUMBER REFER REFER TO TO DOOR DOOR

NINO LUCCI

Upper Level Studio

WT03

DETAILS MP-03 1:5 MP-03 RMIT Building 94 RMIT Building 9420/10/2016 Extension Extension

Upper Level Computer Lab

4 02

WT01

R.L 25200

Scale

Date

WALL TYPE 2: 118mm Timber Stud Wall 25mm Sand-Cement Render 90mm Timber Stud With Insulation lining up 13mm Plasterboard as Internal Layer

Stairs Spaces

RMIT Building 94, 23 Cardigan St, Carlton VIC. 3053

WT03

Drawing number

WALL TYPE 3: Concrete Panel With 270mm Thick & 2500mm Width 110mm External Concrete Panel with 50mm Thick Insulation Lining up 110mm Internal Concrete Panel.

Student Name Student No.

WT04

Group

WALL TYPE 4: Concrete Wall Extruded With110mm Thick & 2000mm Width As External Space Railing.

WALL WALL TYPE TYPE 4: 4: Concrete oncrete Wall Wall Extruded Extruded With110mm With110mm Thick Thick && 2000mm 2000mm Width Width As As External xternal Space Space Railing. Railing.

Checked by

4 02

BLOCK WALL DETAILS 1:5

4 BLOCK WALL DETAILS 02 1:5

4 03

BLOCK WALL SLAB DETAILS 1:5

4 BLOCK WALL SLAB DETAILS 03 1:5

04/08 BAOHONG LI s3527921 BD2B NINO LUCCI

SECTION&DETAILS Scale Date

Drawing Drawing number number Student Student Name Name Student Student No. No. Group Group

4 1:10 & 1:5 20/10/2016 01

BAOHONG LI s3527921 BD2B

NINO LUCCI TYPICAL SECTION SECTION&DETAILS 1:100 @ A1

Scale Scale

R10

Reception

Carpet

R13

4 03

WT02

04/08

Checked Checked by by

Date Date

Studio Spaces

D47

RMIT RMIT Building Building 94, 94, 23 23 Cardigan Cardigan St, St, Carlton Carlton VIC. VIC. 3053 3053

1:10 & 1:5 20/10/2016

03/08

BAOHONG L

s3527921

BD2B

NINO LUCC

ROOF PLAN Scale

NINO LUCCI MP-03 G LEGENDS RMIT BuildingDETAILS 94 7500 Extension 1:5

D34 D34 SCHEDULE SCHEDULE FOR FOR DETAILSS DETAILSS Carlton VIC.

DETAILS NUMBER REFER TO DETAILS SCHEDULE

Scale

WALL WALL TYPE TYPE 3: 3: Concrete oncrete Panel Panel With With 270mm 270mm Thick Thick && 2500mm 2500mm Width Width 10mm 10mm External External Concrete Concrete Panel Panel with with 50mm 50mm Thick Thick Insulation Insulation Lining Lining up up 10mm 10mm Internal Internal Concrete Concrete Panel. Panel.

WT04

D34 R8

WT02

500*500MM WIDE DOWN PIPE

6080

4000

3418

DETAILS

MP-03 RMIT Building 94 Extension

Checked by

BAND BEAM SLAB DETAILS 1:5

197

2° FALL 949

LEGENDS

GN 04.Checked ALL FOOTINGS & CONCRETE TO by COURSES COURSES SHALL SHALL BE BE AN AN APPROVED APPROVED NINO LUCCI COMPLY WITH A.S 2870 & BCA WATERPROOF MEMBRANE MEMBRANE PLACED PLACED ABOVE ABOVE REQUIREMENTS. CONCRETE SLABS SHALL WATERPROOF Group GROUND LEVEL LEVEL & & BELOW BELOW FLOOR FLOOR LEVEL. LEVEL. GENERALLY BE 100MM. THICK POLYTHENE GROUND VAPOUR BARRIER & 50MM. COMPACTED SAND BED UNLESS OTHERWISE NOTED. Checked GN 05. ALL BRICKWORK TO COMPLY WITH AS 1475. ALL EXTERNAL WALLS SHALL BE 1:5 Scale 270MM. THICK UNLESS OTHERWISE NOTED. ALL SOLID BRICK & BRICK VENEER WALLS SHALLDate HAVE 25MIN. CAVITY. DAMP PROOF 20/10/2016 COURSES SHALL BE AN APPROVED WATERPROOF MEMBRANE PLACED ABOVE 7500REFER DETAILS DETAILS NUMBER NUMBER REFER TO TO DETAILS DETAILS 77 GROUND LEVEL BELOW FLOOR RMIT Building 94,&23 Cardigan St,LEVEL.

Group

90mm Block Work 90mm Timber Stud Wall with Glareshield Insulation(Refer SPEC.) 13mm Impactchek Plasterboard Lining up

1667

07/08

Student No.

7 01

3468

LEGENDS

BAOHONG LI

7 01

WT01

3373

4262

MP-03 RMIT Building 94 Extension

MP-03 ARCH 5196 3 Roof Plan RMIT Building 94 LEGENDS Extension

Student Name

WALL WALL TYPE TYPE 01: 01: WT01 Block lock Wall Wall with with 25mm 25mm Sand-Cement Sand-Cement Render. Render. 0mm 0mm Block Block Work Work 0mm 0mm Timber Timber Stud Stud Wall Wall with with Glareshield Glareshield Insulation(Refer Insulation(Refer SPEC.) WALL TYPE 01: SPEC.) 3mm 3mm Impactchek Impactchek Plasterboard Plasterboard Lining Lining up up Block Wall with 25mm Sand-Cement Render.

1263

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL)

Carlton VIC. 3053

BAND BEAM SLAB DETAILS 1:5

2095

5884

LEGENDS

Drawing number

7 01

632

1465

ARCH 5196

7500 7500

77 02 02

1263

2° FALL

541

4037

5036

ARCH 5196

153 7335

1083

679

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL)

3315

1555

4067

2338

994

2638

1340 203 1209

889 2611

ARCH 5196

2756 35

984

4611

2° FALL GN 01.. THE SITE SHALL BE ADEQUATELY

7428 FENCED OFF DURING CONSTRUCTION TO PREVENT PUBLIC ACCESS; GN 02. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEERS & CONSULTANTS COMPUTATIONS & DRAWINGS & SHALL Adv DIPLOMA OF BUILDING CONFORM TO BCA, SEC, MELB. WATER, DESIGN (ARCHITECTURAL) GAS & FUEL AND LOCAL AUTHORITIES AS APPLICABLE. GN 03. CONNECT P.V.C. STORM-WATER DRAINS TO LEGAL POINT OF DISCHARGE ACCORDING TO COUNCIL & LOCAL 858 4038 AUTHORITIES REQUIREMENTS. PROVIDE 1670 5488 GENERAL NOTES: INSPECTION OPENINGS @ 9M.CTRS. MAX. GN 01.. THE SITE SHALL BE ADEQUATELY ALONG DRAIN OR AT CHANGE IN DRAIN FENCED OFF DURING CONSTRUCTION TO DIRECTION. PREVENT PUBLIC ACCESS; GN 04. ALL FOOTINGS & CONCRETE TO GN 02. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH ALL RELEVANT COMPLY WITH A.S 2870 & BCA ENGINEERS & CONSULTANTS REQUIREMENTS. CONCRETE SLABS SHALL COMPUTATIONS & DRAWINGS & SHALL GENERALLY BE 100MM. THICK POLYTHENE CONFORM TO BCA, SEC, MELB. WATER, VAPOUR BARRIER & 50MM. COMPACTED GAS & FUEL AND LOCAL AUTHORITIES AS APPLICABLE. SAND BED UNLESS OTHERWISE NOTED. GN 03. CONNECT P.V.C. STORM-WATER GENERAL NOTES:GN 05. ALL BRICKWORK TO COMPLY WITH DRAINS TO LEGAL POINT OF DISCHARGE AS 1475. ALL EXTERNAL WALLS SHALL BE ACCORDING TO COUNCIL & LOCAL GN 01.. THE SITE SHALL BE ADEQUATELY AUTHORITIES REQUIREMENTS. PROVIDE 270MM. THICK UNLESS OTHERWISE NOTED. FENCED OFF DURING CONSTRUCTION TO INSPECTION OPENINGS @ 9M.CTRS. MAX. ALL SOLID BRICK & BRICK VENEER WALLS PREVENT PUBLIC ACCESS; ALONG DRAIN OR AT CHANGE IN DRAIN SHALL HAVE 25MIN. CAVITY. DAMP PROOF DIRECTION. GN 02. THESE DRAWINGS MUST BE READ IN COURSES SHALL BE AN APPROVED GN 04. ALL FOOTINGS & CONCRETE TO CONJUNCTION WITH ALL RELEVANT COMPLY WITH A.S 2870 & BCA WATERPROOF MEMBRANE PLACED ABOVE ENGINEERS & CONSULTANTS REQUIREMENTS. CONCRETE SLABS SHALL GROUND LEVEL & BELOW FLOOR LEVEL. 158& SHALL 7270 GENERALLY BE 100MM. THICK POLYTHENE COMPUTATIONS & DRAWINGS VAPOUR BARRIER & 50MM. COMPACTED CONFORM TO BCA, SEC, MELB. WATER, SAND BED UNLESS OTHERWISE NOTED. GAS & FUEL AND LOCAL AUTHORITIES AS GN 05. ALL BRICKWORK TO COMPLY WITH APPLICABLE. AS 1475. ALL EXTERNAL WALLS SHALL BE Adv DIPLOMA OF BUILDING 270MM. THICK UNLESS OTHERWISE NOTED. GN 03. CONNECT P.V.C. STORM-WATER ALL SOLID BRICK & BRICK VENEER WALLS DESIGN (ARCHITECTURAL) DRAINS TO LEGAL POINT OF DISCHARGE SHALL HAVE 25MIN. CAVITY. DAMP PROOF ACCORDING TO COUNCIL & LOCAL COURSES SHALL BE AN APPROVED UNIVERSAL BEAM RB1PROVIDE WATERPROOF MEMBRANE PLACED ABOVE AUTHORITIES REQUIREMENTS. GROUND LEVEL & BELOW FLOOR LEVEL. INSPECTION OPENINGS @ 9M.CTRS. MAX. ALONG DRAIN OR AT CHANGE IN DRAIN DIRECTION. GENERAL NOTES: GN 04. ALL FOOTINGS & CONCRETE TO GN 01.. THE SITE SHALL BE ADEQUATELY COMPLY WITH A.S 2870 & BCA FENCED OFF DURING CONSTRUCTION TO PREVENT PUBLIC ACCESS; REQUIREMENTS. CONCRETE SLABS SHALL BEAM RB1 UNIVERSAL MUST BE READ IN GN 02. THESE DRAWINGS GENERALLY BE 100MM. THICK POLYTHENE CONJUNCTION WITH ALL RELEVANT VAPOUR BARRIER & 50MM. COMPACTED ENGINEERS & CONSULTANTS COMPUTATIONS & DRAWINGS & SHALL SAND BED UNLESS OTHERWISE NOTED. CONFORM TO BCA, SEC, MELB. WATER, GN 05. ALL BRICKWORK TO COMPLY WITH GAS & FUEL AND LOCAL AUTHORITIES AS APPLICABLE. AS 1475. ALL EXTERNAL WALLS SHALL BE GN 03. CONNECT P.V.C. STORM-WATER 270MM. THICK UNLESS OTHERWISE NOTED. DRAINS TO LEGAL POINT OF DISCHARGE ALL SOLID BRICK & BRICK VENEER WALLS ACCORDING TO COUNCIL & LOCAL AUTHORITIES REQUIREMENTS. PROVIDE SHALL HAVE 25MIN. CAVITY. DAMP PROOF INSPECTION OPENINGS @ 9M.CTRS. MAX. COURSES SHALL BE AN APPROVED GENERAL GENERAL NOTES: NOTES: ALONG DRAIN OR AT CHANGE IN DRAIN DIRECTION. WATERPROOF MEMBRANE PLACED ABOVE GN GN 01.. 01.. THE THE SITE SITE SHALL SHALL BE BE ADEQUATELY ADEQUATELY GN 04. ALL FOOTINGS & CONCRETE TO GROUND LEVEL & BELOW FENCED FENCED OFF OFF DURING DURING CONSTRUCTION CONSTRUCTION TO TO FLOOR LEVEL. COMPLY WITH A.S 2870 & BCA REQUIREMENTS. CONCRETE SLABS SHALL PREVENT PREVENT PUBLIC PUBLIC ACCESS; ACCESS; GENERALLY BE 100MM. THICK POLYTHENE THESE DRAWINGS DRAWINGS MUST MUST BE BE READ READ IN IN GN GN 02. 02. THESE VAPOUR BARRIER & 50MM. COMPACTED SAND BED UNLESS OTHERWISE NOTED. CONJUNCTION CONJUNCTION WITH WITH ALL ALL RELEVANT RELEVANT GN 05. ALL BRICKWORK TO COMPLY WITH ENGINEERS ENGINEERS & & CONSULTANTS CONSULTANTS AS 1475. ALL EXTERNAL WALLS SHALL BE Adv DIPLOMA OFNOTED. BUILDINGCOMPUTATIONS 270MM. THICK UNLESS OTHERWISE COMPUTATIONS & & DRAWINGS DRAWINGS & & SHALL SHALL ALL SOLID BRICK & BRICK VENEER WALLS CONFORM CONFORM TO TO BCA, BCA, SEC, SEC, MELB. MELB. WATER, WATER, DESIGN (ARCHITECTURAL) SHALL HAVE 25MIN. CAVITY. DAMP PROOF UNIVERSAL BEAM RB1 GAS GAS & & FUEL FUEL AND AND LOCAL LOCAL AUTHORITIES AUTHORITIES AS AS COURSES SHALL BE AN APPROVED WATERPROOF MEMBRANE PLACED ABOVE APPLICABLE. APPLICABLE. GROUND LEVEL & BELOW FLOOR LEVEL. GN GN 03. 03. CONNECT CONNECT P.V.C. P.V.C. STORM-WATER STORM-WATER DRAINS DRAINS TO TO LEGAL LEGAL POINT POINT OF OF DISCHARGE DISCHARGE 1 : 100 ACCORDING ACCORDING TO TO COUNCIL COUNCIL & & LOCAL LOCAL AUTHORITIES AUTHORITIES REQUIREMENTS. REQUIREMENTS. PROVIDE PROVIDE GENERAL NOTES: INSPECTION INSPECTION OPENINGS OPENINGS @ @ 9M.CTRS. 9M.CTRS. MAX. MAX. GN 01.. THE SITE SHALL BE ADEQUATELY RB1 UNIVERSAL BEAM FENCED OFF DURING CONSTRUCTION TO ALONG ALONG DRAIN DRAIN OR OR AT AT CHANGE CHANGE IN IN DRAIN DRAIN PREVENT PUBLIC ACCESS; DIRECTION. DIRECTION. RMIT Building 94, 23 Cardigan St, GN 02. THESE DRAWINGS MUST BE READ IN GN GN 04. 04. ALL ALL FOOTINGS FOOTINGS & & CONCRETE CONCRETE TO TO RMIT Building 94, 23 Cardigan St, CarltonWITH VIC.ALL 3053 CONJUNCTION RELEVANT COMPLY COMPLY WITH WITH A.S A.S 2870 2870 & & BCA BCA Carlton VIC. 3053 ENGINEERS & CONSULTANTS COMPUTATIONS & DRAWINGS & SHALL REQUIREMENTS. REQUIREMENTS. CONCRETE CONCRETE SLABS SLABS SHALL SHALL Drawing CONFORM TOnumber BCA, SEC, MELB. WATER, 07/08GENERALLY GENERALLY BE BE 100MM. 100MM. THICK THICK POLYTHENE POLYTHENE GAS & FUEL AND LOCAL AUTHORITIES AS VAPOUR VAPOUR BARRIER BARRIER & & 50MM. 50MM. COMPACTED COMPACTED Drawing number APPLICABLE. BAOHONG LI Student Name SAND SAND BED BED UNLESS UNLESS OTHERWISE OTHERWISE NOTED. NOTED. GN 03. CONNECT P.V.C. STORM-WATER DRAINS TO LEGAL POINT OF DISCHARGE GN GN 05. 05. ALL ALL BRICKWORK BRICKWORK TO TO COMPLY COMPLY WITH WITH ACCORDING s3527921 Student TO No. COUNCIL & LOCAL AS AS 1475. 1475. ALL ALL EXTERNAL EXTERNAL WALLS WALLS SHALL SHALL BE BEStudent Name AUTHORITIES REQUIREMENTS. PROVIDE 270MM. 270MM. THICK THICK UNLESS UNLESS OTHERWISE OTHERWISE NOTED. NOTED. INSPECTION OPENINGS @ 9M.CTRS. MAX. ALL ALL SOLID SOLID BRICK BRICK & & BRICK BRICK VENEER VENEER WALLS WALLS Group ALONG DRAIN OR AT CHANGE IN DRAIN BD2B Student No. DIRECTION. SHALL SHALL HAVE HAVE 25MIN. 25MIN. CAVITY. CAVITY. DAMP DAMP PROOF PROOF

1647

4604

4000

ARCH 5196

4863

F F

METAL FLASHING ON CONCRETE PANEL

Down Pipe Refer To Engineer Drawing

GN 01.. THE SITE SHALL BE ADEQUATELY FENCED OFF DURING CONSTRUCTION TO PREVENT PUBLIC ACCESS; GN 02. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ENGINEERS & CONSULTANTS COMPUTATIONS & DRAWINGS & SHALL CONFORM TO BCA, SEC, MELB. WATER, GAS & FUEL AND LOCAL AUTHORITIES AS APPLICABLE. GN 03. CONNECT P.V.C. STORM-WATER DRAINS TO LEGAL POINT OF DISCHARGE ACCORDING TO COUNCIL & LOCAL AUTHORITIES REQUIREMENTS. PROVIDE INSPECTION OPENINGS @ 9M.CTRS. MAX. ALONG DRAIN OR AT CHANGE IN DRAIN DIRECTION. GN 04. ALL FOOTINGS & CONCRETE TO COMPLY WITH A.S 2870 & BCA REQUIREMENTS. CONCRETE SLABS SHALL GENERALLY BE 100MM. THICK POLYTHENE VAPOUR BARRIER & 50MM. COMPACTED SAND BED UNLESS OTHERWISE NOTED. GN 05. ALL BRICKWORK TO COMPLY WITH AS 1475. ALL EXTERNAL WALLS SHALL BE 270MM. THICK UNLESS OTHERWISE NOTED ALL SOLID BRICK & BRICK VENEER WALLS SHALL HAVE 25MIN. CAVITY. DAMP PROOF COURSES SHALL BE AN APPROVED WATERPROOF MEMBRANE PLACED ABOVE GROUND LEVEL & BELOW FLOOR LEVEL.

2158

1076

Adv DIPLOMA OF BUILDING DESIGN (ARCHITECTURAL)

6272

LEGENDS

Metal Sheet Roofing 2° Pitch

4100

3400 3328

1437

2312

1847

232

1788

ARCH 5196

55 04 04

3130

GENERAL NOTES:

The major concept for the extension is the environmental imitation against the existing ‘concrete block’ structure so that the variable window has been designed, this gives the university campus a new vibe. Building information modeling (BIM) is being gracefully adopted so that the necessary information was produced graphically in particular parts of the structure. The project proves that BIM”, is a process that can help architects to improve sustainability in the built environment

7500 7500

Skylight Refer To Engineer Drawing

LOWER ROOF

5615

The design of ‘Complus’ has taken inspiration from its literal meaning “Campus + Plus ” and represented it through the design of campus extension and facade methods.

G G

EXISTING BUILDING 4

Advanced Diploma of BD

H H

5132

RMIT University / 2018

7058

504

SOFTWARE

130 1289

5232

EXISTING BUILDING

D34

Computer Labs R15 Carpet 7 01

R.L 21700

1 : 100

20/10/2016