Jun Rong Portfolio

Page 1

PORTFOLI


T_ +61 433 730 028 L_LINKEDIN.COM/IN/JUN-RONG-19A9AB162/

_CONSTRUCTION DOCUMENTATION

E_JUNE.RONG@GMAIL.COM

03

_BRISBANE MARKET

N_ JUN RONG

02

_BURLEIGH HEADS COMMUNITY HUB

_ PERSONAL INFORMATION

01


CONTENT

06

07

_SITE AND SURFACE

_HISTORY AND MEMORY

_EXPERIEMENTAL FACADE DESIGN

_DIGITAL FABRICATION

_MYSELF

05

08 04


_ Burleigh Heads Community Hub

Burleigh Heads Community H LECTURER: MICHAEL DICKSON, LEAH LANG

B


To make a space not only for exchanging knowledge but also a place of exchanging opportunities and a multicultural meeting point that has changed people’s perception of the Burleigh Heads.


_Design Concept

_Site Concept

LIBRARY COMMUNITY

ART

CIVIC SPACE

_Concept Massing


PARK AVENUE

EXTEND PARK

4.5M

5M

5.5M 6M

OCEAN STREET

CONNOR STREET

4M

7.5M 8M 8.5M 9M

BURLEIGH HEADS KINDY

_Site Response To build the public plaza, the east edge has been blurred and the adjacent park will be included in the scheme to enhance the nature character of Burleigh Heads.


_Artistic Impression of North Entrance


Councillors Office

3F

Machine Room

2F General Library

Community Space Co-Working Space

1.5F

Children’s Library

1F

Art Gallery

Cafe

GF

Art Studio

Welcome Space

_Programmatic Diagram

3F

2F

1.5F 1F

GF

_Vertical Circulation Diagram


_Atrium Design Strategy


_Artistic Impression of Reading Space


_The contrast between solid and void, Dark and light, grid and serendipity. Openness and contained.

_Sectional Perspective


_Atrium Design Concept - Visiual interaction


CONSTRUCTION DOCUMENTATION - Medium to Large Scale (4+Storey)


BAL4 BC CL1 CL2 COL CONC CONC-P CPT D1 D2 D3 D4 D5 D6 DP F FHR FFL FL FW GT HD HR MR1 PC RT SD TDW TGSI TL1 TL2 TL3 TRH UR VB WB W1 W2 WF1 WF2 WF3 WT1 WT2 WT3 WT4 WT5 WT6 WT7

CLIENT

PROJEC

UQ S CNR C/- UN

DRAWIN

COVE

SCALE AS IND

CO-ORD

JOB NO. STATUS

CD


EDWARD CD03.01 STREET C

B

1

9000

4140 3673 ALUMINIUM FACADE PANEL REFER TO DETAIL DRAWINGS

ENTRANCE 1600 2490

2340

STAIRS

EXISTING STREET SIDE PAVEMENT TO REMAIN ON OUTSIDE OF BUILDING BOUNDARY

D 8360

11881

2790

EXHIBITION SPACE 4769

FIRE ESC

7301

LIFT

FFL -878

1

CD04.01

WT4

1560 2460 3239

190

2655

190

5305 3239 2253 2709

9634

2690

PWD TOILET

100 D2

D2

D2

D1

COL

WT3

D4

AIRLOCK

WT2

100

D2

2745

WT3

D2

FEMALE TOILET 205 FF. TL1 D2

AIR LOCK FEMALE TOILET

100

PLUMBING REFER TO HYDRAULIC ENGINEERS DETAIL

COL

4544

60 EDWAR LOT 50 ON

UP

D1

UP

WT1

WT1

1830 7920

1730 3000 FIRE ESC

100

SEMINAR 2

190

8600 PLANT ROOM 2

485 100

1746 1730

100

2690

2955

PWD TOILET

9310 LECTURE HALL

BUILDING ADJACENT

133 MARY STREET LOT 1 ON RP182958

11634

LECTURE HALL

WT1

UP

TGSI

D1

300 1405 190

WT2

13 12 11 10 9 8 7 6 5 4 3 2 1

14 15 16 17 18 19 20 21 22 23 24 25

LECTURE HALL 206 FF. CPT

PLANT ROOM 2 207 FF. CONC-P

FIRE ESC

BAL3

11634 FIRE ESC

PLANT ROOM 2

190

WT2

12000 11835

5305

FHR

WT3

D4

115

1:100

D2

D1

1601 100

1

D2

1249 100

4045

5685 100

RECEPTION

5600 5534

WT3

FFL 0

898

CD02.02

D2

PWD TOILET 204 FF. TL1 D1

COL

RECEPTION 208 FF. CONC1-P

TGSI

GROUND FLOOR PLAN

MALE TOILET 203 FF. TL1

BUILD ADJA

90

COL

D4

6

D3

WT4

4

RISER

AIRLOCK D1

WT3

LINE OF FLOOR ABOVE

WT4

WT4

SEMINAR 2 209 FF. RT

864 229

4013 1919

10005

2

CD04.02

5

WT3 D1

SEMINAR 2

10459

STAIRS

8000 8016

MARY STREET

1

REFER TO MECAHNICAL ENGINEERS DETAIL

LIFT

AIR LOCK

COL

MALE TOILET

COL

WT2

3

190

LIFT

7597

UP WT4

0 1330 100

1

CD04.02

RISER

2253

11 10 9 8

190 1140 190

BAL2 23 22 21 20 19 18 17 16 15 14 13 12

WT2 FHR

1 2 3

219 864

1500

STAIRS

BAL2

UP

190 1002 190

WT2

HALL WAY 202 FF. CONC-P

FIRE ESC

190

3121

7000 7063

WT6

CIRCULATION

WT2

COL

WT 4

RISER

COL

SERVICE LIFT

FIRE ESC

LIFT

WT6

EXHIBITION SPACE 201 FF. CONC-P

LOADING DOCK

1 2 3 4 5 6 7 8 9 10 11 12 13

LIFT

CD05.01

D6

UP

WT1

2

1

WT6

FF. TL3

TGSI 25 24 23 22 21 20 19 18 17 16 15 14

WT2

LINE OF STRUCTURE ABOVE

FALL 3°

COL

D5

RISER

2002

ENTRANCE 2027

8996

MOVABLE PARTITION WALL FOR EXHIBITION

COL

D1

190 1396

FFL 0 D1

BAL3

1

LOADING DOCK

WT4 WT6

SERVICE LIFT

BAL3

WT4

FFL 0

UP

1 2 3 4 5 6 7

BAL3

FFL -72

1

CD03.02

300

SITE BOUNDARY

CD08.01

ENTRANCE

2810

SERVICE LIFT 190 2810

STAIRS

ALLOW FOR NEW RETAINING WALL TO SUPPORT EXISTING TREES

5600 5640

190


B

14760

CANNTILEVER

LIBRARY

8360 190

2600

190

BAL4

190 2655 190 3239

190

7597

3239 190 1002 190 2253 AIR LOCK

0 1330 100

D3

D3

D3

D3 WT3

WT3

D1

AIRLOCK

219 864

FHR

D4

COL

COL

100

D3

2745

D3

1249 100

WT3

WT4

6300 FFL 6290

FEMALE TOILET 305 FF. TL1 D3

AIR LOCK FEMALE TOILET

90

9634

PLUMBING REFER TO HYDRAULIC ENGINEERS DETAIL

TOILETS

100

PWD TOILET 304 FF. TL1 D1

COL

5685

5685

D3

2690

UP

D3

100

W1

UP

6300 FFL 6290

FFL 0

SERVICE

6

300 1405 190

FIRE ESC SERVICE

UP

WT1

12851

100

4601

190

LIBRARY

631

2485

2264

STAIRS

800 110 190

1

CD02.03

LEVEL 1 PLAN 1:100

3000 FIRE SEC

1830

2810 SERVICE LIFT

6400

3025

STAIRS

CIRCULATION

100

2690

100

2855

300

PWD TOILET

554 190

18010 LECTURE HALL

300

11634

LECTURE HALL 306 FF. CPT

BAL3

38 37 36 35 34 33 32 31 30 29 28 27 26

UP

WT2

5305

FIRE ESC

12000 11835

1 2 3 4 5 6 7 8 9 22 23 24 25

WT1

190

D1 TGSI

TGSI

LECTURE HALL

WT4

4544

D3

1 2 3 4 5 6

W1

LECTURE HALL

FIRE ESC

5305

MALE TOILET 303 FF. TL1

2709

LINE OF FLOOR ABOVE

PWD TOILET

WT4

RISER

AIRLOCK D1

WT3

19 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 36 37

BAL2

UP

864 229

WT3 D1

COL

5600 5534

REFER TO MECAHNICAL ENGINEERS DETAIL

LIFT

WT4

MALE TOILET

D3

190

WT2

WT4

COL

COL

W1

STAIRS

1496

WT2 FHR

LIFT

WT4

5018

2

CD04.02

5

RISER

CD04.02

100

1281 100 5233

WT1

WT4

WT4 W1

CIRCULATION 302 FF. CONC-P

WT4

3233

WT2 D3

WT4

STAIRS

WT2

CIRCULATION

WT2

WT4 WT4

100 8171

1704

14908

LIBRARY

7000 7063

W1

4

D1

WT2

COL

SERVICE LIFT

TGSI

BAL3

LIBRARY 301 FF. CPT

COL

SERVICE

14 15 16 17 18 19 20 21 22 23 24 25

UP

2460

FIRE ESC 13 12 11 10 9 8 7 6 5 4 3 2 1

SERVICE

W1

COL

RISER

W1

COL

SERVICE LIFT

4

LIFT

WT

LIFT

WT4

2253

W1

RISER

WT4

W1

190 1140 190

WT4 W1

190 1396

CD04.01

W1

8000 8016

1

2810 LIFT

1

CD03.02

300

1

SITE BOUNDARY

TGSI

3

2810 SERVICE

3101

W1

2

190

FIRE ESC

1893

LINE OF STRUCTURE ABOVE

2389

CANNTILEVER

CANTILEVER

100 950

5600 5640

5899

1

LIBRARY

102

CANOPY STRUCTURE REFER TO DETAIL DRAWING

950

D

1

9000

ALUMINIUM FACADE PANEL REFER TO DETAIL DRAWING

C

CD03.01


D

C

B

8360

A

9000

FIRE STAIRCASE AND LIFT SHAFT TO EXTEND BEYOND PARAPET ROOF. REFER MECH. ENGINEER DETAIL. FLASH AND FINISH AS REQUIRED. REFER TO ROOF PLAN

4140

ATRIUM ROOF AS DETAIL

D

FIRE STAIRCASE TO EXTEND BEYOND PARAPET ROOF

C

8360

WF2

FIRE STAIRCASE AND LIFT SHAFT TO EXTEND BEYOND PARAPET ROOF. REFER MECH. ENGINEER DETAIL. FLASH AND FINISH AS REQUIRED. REFER TO ROOF PLAN

CL2 SAS® J- BAR

B

A

9000

4140

Roof Top WF2

33270

ATRIUM ROOF AS DETAIL

WF2

D1

FIRE STAIRCASE TO®EXTEND SAS ALUM. COMPOSITE PANEL BEYOND PARAPET ROOF

BAL 3

Roof Top

Roof WF2

30770

WF2

D1

33270

WF2 BAL 3

Roof

CL2 SAS® METAL CEILING PROFILE

30770

60 x 30mm

Level 6 26690

Level 6 26690

WF2

Level 5

WF2

22610 Level 5 22610

ALUMINUM FACADE PANEL REFER TO DETAIL

W1

DIYALUMINUM® CUSTOM-MADE

100 x 10mm AS PER MANUFAC

LevelW14

ALUMINUM FACADE PANEL REFER TO DETAIL

18530 Level 4 18530

BAL1 BALUSTR RHS STAINLES 50 x 25mm

W1

Level 3 14450

W1

Level 3 14450

W1

ALUM. SUPPOR

REFER TO STRUC

W1 W1

W1

Level 2 10370

Level 2 10370

EXTERNAL GLASS WALL REFER TO DETAIL W1

EXTERNAL GLASS WALL REFER TO DETAIL

800 x 1280mm

W1

W1 W1

Level 1

W1

STAINLESS STE

W1

REFER TO STRUC

Level 1

6290

WF2

D5

1

CD03.01

NORTH-EAST ELEVATION 1:100

D1

D5

6290

D1

ANCHOR FIXIN REFER TO STR RT

ENTRANCE CANOPY REFER TO DETAIL

WF2

D1

BAL 1 BALUSTR GLASS PANEL

ENTRANCE CANOPY REFER TO DETAIL

600 x 600mm

D1

Ground Floor

Ground Floor

0

0

1

CD09.02

INTERIOR DETAIL - ISOMETRIC 1:20


PRINCIPAL CONSULTANT

NOTES 1. 2. 3.

4. 5.

6.

-

DO NOT SCA GOVERN. ALL DIMESN NOTED OTH ALL DIMENS SITE BEFOR DRAFTMEN DISCREPANC THIS DRAWI ALL RELEVA DRAWINGS. REFER TO S MECHANICA INFORMATIO STRUCTURE ALL WORKS NATIONAL C FOOTINGS, S ACCORDANC STAIRS, HAN ACCORDANC WATERPROO WITH SECTIO ROOM HEIG OF BCA. FIRE SEPAR 3.7.1 OF BCA DESIGN FOR REQUIREME AS1428.1 200

THIS DRAWING IN AN UN OTHERWISE.

ABBREVIATIONS AC ALUM. BAL1

CL2 SAS® HANGER CL2 SAS® J- BAR BRACKET

BAL2

CL1 ARMSTRONG® SUSPENSION ROD

WT3 SAS® STEEL STUD WALL

BAL4

CL1 ARMSTRONG® SUSPENSION CLIP

®

E ALUM. SLATS CL1 ARMSTRONG® MAIN BAR

CTURER SPECIFICATION

CL1 ARMSTRONG® CROSS RUNNER

RADEDESIGN® SS STEEL HANDRAIL

PLASTERBOARD

RT CHANNEL

CTURAL ENGINEER’S DETAIL

BAL3

WT7 FIXED GLASS

1200 x 1780mm AS PER MANUFACTURER SPECIFICATION

W2 GLASS LOUVRE

1200 x 750mm AS PER MANUFACTURER SPECIFICATION

RADEDESIGN®

TEEL SUPPORT PINS

CTURAL ENGINEER’S DETAIL

NG RUCTURAL ENGINEER’S DETAIL

BC CL1 CL2 COL CONC CONC-P CPT D1 D2 D3 D4 D5 D6 DP F FHR FFL FL FW GT HD HR MR1 PC RT SD TDW TGSI TL1 TL2 TL3 TRH UR VB WB W1 W2 WF1 WF2

RT

600 x 600mm

AC TATE® CEMENT INFILL

WF3 WT1 WT2 WT3 WT4 WT5 WT6 WT7

ACCESS FLO ALUMINUM BALUSTRAD - SIDE FIXED BALUSTRAD GLASS - BAS BALUSTRAD BASE FIXED BALUSTRAD BASE FIXED BARGE CAP CEILING TYP CEILING TYP COLUMN CONCRETE CONCRETE CARPET TYP DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOWNPIPE FLASHING FIRE HOSE R FINISHED FL FLOOR LEVE FLOOR WAS GUTTER HAND DRYE HANDRAIL MIRROR PARAPET RO RESILENT FL SOAP DISH TOWEL DISP TACTILE GR TILE TYPE 1 TILE TYPE 2 TILE TYPE 3 TOILET ROLL URINAL VANITY BASI WASTE BIN WINDOW TY LOUVRES - A WINDOW TY ALUMINUM F WALL FINISH WALL FINISH - DARK GRE WALL FINISH WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 WALL TYPE 6 WALL TYPE 7

CLIENT

AC TATE BOLT STRINGERS ®

AC TATE® CONCORE ACCESS FLOOR PANELS PROJECT

UQ SCHOOL OF AR CNR EDWARD ST & C/- UNIVERSITY OF

DRAWING TITLE

INTERIOR DETAILS SCALE @A1 AS INDICATED CO-ORDINATED JOB NO. STATUS

CD

DRAW

CD0


SHS 125 X 125 X 6.0MM FIXED TO CONCRETE ABUTMENT TO BE CONFIRMED WITH STRUCTURAL ENGINEER

ALLUMINIUM FRAMED MOTORISED LOUVRE WINDOW AS PER MANUFACTURER SPECIFICATION EXTERIOR

INTERIOR

CONCRETE ABUTMENT 300 X 550 MM

HEAD SUPPORT TO WINDOW FIXED TO STEEL COLUMN

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

1

CD11.01

ATRIUM ROOF DETAIL - PLAN 1:10

DANPAL® POLYCARBONATE CONNECTOR DANPAL® PANEL 16MM MULTICELL CLEAR

SHS 125 X 125 X 6.0MM

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

DANPAL® 60MM BAR DANPAL® SADDLE BRACKET

LO

FOLDED ALLUMINIUM SHEET

FI

PROVIDE WEATHER PROOF

SHS 65 X 65 X 3.0MM

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

HEAD SUPPORT TO WINDOW FIXED TO STEEL COLUMN

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

FOLDED ALLUMINIUM SHEET PROVIDE WEATHER PROOF

W1 - ALUMINIUM FRAMED MOTORISED LOUVRE WINDOW DANPAL® POLYCARBONATE FACADE SYSTEM SHOWING AS ELEVATION AT THE BACKGROUND

EXTERIOR

INTERIOR

SHS 125 X 125 X 6.0MM FIXED TO CONCRETE ABUTMENT

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

CONCRETE ABUTMENT 300 X 550 MM REGLET

RECESS IN CONCRETE FALL

30770 SEPARATION STRIP SLIP SHEET INSULLATION

ROOFING MEMBRANE

2

CD11.01

ATRIUM ROOF DETAIL - SECTION 1:10

FI

LO

AS PER MANUFACTURER SPECIFICATION

ROOF LEVEL

LO


PRINCIPAL CONSULTANT

SHS 125 X 125 X 6.0MM FIXED TO CONCRETE ABUTMENT TO BE CONFIRMED WITH STRUCTURAL ENGINEER

NOTES 1. 2. 3.

DANPAL® POLYCARBONATE CONNECTOR

ALLUMINIUM FRAMED MOTORISED LOUVRE WINDOW

4.

AS PER MANUFACTURER SPECIFICATION

5.

6.

CONCRETE ABUTMENT 300 X 550 MM

-

DANPAL® PANEL 16MM MULTICELL CLEAR

HEAD SUPPORT TO WINDOW FIXED TO STEEL COLUMN

-

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

-

DO NOT SCALE D GOVERN. ALL DIMESNION NOTED OTHERW ALL DIMENSIONS SITE BEFORE PR DRAFTMEN SHA DISCREPANCIES THIS DRAWINGS ALL RELEVANT C DRAWINGS. REFER TO STRU MECHANICAL EN INFORMATION E STRUCTURE. ALL WORKS TO C NATIONAL CONS FOOTINGS, SLAB ACCORDANCE W STAIRS, HANDRA ACCORDANCE W WATERPROOFIN WITH SECTION 3 ROOM HEIGHTS OF BCA. FIRE SEPARATIO 3.7.1 OF BCA. DESIGN FOR AC REQUIREMENTS AS1428.1 2009.

THIS DRAWING IN AN UNCOT OTHERWISE.

ABBREVIATIONS DANPAL 60MM BAR ®

AC ALUM. BAL1 BAL2

DANPAL SADDLE BRACKET ®

BAL3 BAL4

SHS 65 X 65 X 3.0MM

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

SHS 125 X 125 X 6.0MM

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

SHS 125 X 125 X 6.0MM

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

HEAD SUPPORT TO WINDOW FIXED TO STEEL COLUMN

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

LOCKER GROUP® CUSTOM-MADE FIXING BRACKET 1 50 X 42 X 4.26MM

FOLDED ALLUMINIUM SHEET

PROVIDE WEATHER PROOF

HEAD SUPPORT TO WINDOW FIXED TO STEEL COLUMN

TO BE CONFIRMED WITH STRUCTURAL ENGINEER

LOCKER GROUP® CUSTOM-MADE FIXING BRACKET 2 50 X 80 X 4.26MM

W1 - ALUMINIUM FRAMED MOTORISED LOUVRE WINDOW AS PER MANUFACTURER SPECIFICATION

LOCKER GROUP CUSTOM-MADE ®

DANPAL® POLYCARBONATE FACADE SYSTEM

FIXING STICK Ø: 3.2MM L: 855MM

CONCRETE ABUTMENT

SHOWING AS ELEVATION AT THE BACKGROUND

300 X 550 MM

OR

SHS 125 X 125 X 6.0MM FIXED TO CONCRETE ABUTMENT TO BE CONFIRMED WITH STRUCTURAL ENGINEER

RECESS IN CONCRETE

3

CD11.01

ATRIUM ROOF DETAIL - ISOMETRIC

BC CL1 CL2 COL CONC CONC-P CPT D1 D2 D3 D4 D5 D6 DP F FHR FFL FL FW GT HD HR MR1 PC RT SD TDW TGSI TL1 TL2 TL3 TRH UR VB WB W1 W2 WF1 WF2 WF3 WT1 WT2 WT3 WT4 WT5 WT6 WT7

ACCESS FLOOR ALUMINUM BALUSTRADE TY - SIDE FIXED BALUSTRADE TY GLASS - BASE F BALUSTRADE TY FIXED - VERTICA BALUSTRADE TY - HORIZONTAL B BARGE CAPPING CEILING TYPE 1 CEILING TYPE 2 COLUMN CONCRETE FLO CONCRETE FLO CARPET TYPE DOOR TYPE 1 - S DOOR TYPE 2 - T DOOR TYPE 3 - D DOOR TYPE 4 - D DOOR TYPE 5 - R DOOR TYPE 6 - A DOWNPIPE FLASHING FIRE HOSE REEL FINISHED FLOOR FLOOR LEVEL FLOOR WASTE GUTTER HAND DRYER HANDRAIL MIRROR PARAPET ROOF RESILENT FLOO SOAP DISH TOWEL DISPENS TACTILE GROUN TILE TYPE 1 - CE TILE TYPE 2 - PO TILE TYPE 3 - GR TOILET ROLL HO URINAL VANITY BASIN WASTE BIN WINDOW TYPE 1 LOUVRES - ALUM WINDOW TYPE 2 ALUMINUM FRAM WALL FINISH TYP WALL FINISH TYP - DARK GREY WALL FINISH TYP WALL TYPE 1 - 3 WALL TYPE 2 - 2 WALL TYPE 3 - S WALL TYPE 4 - E WALL TYPE 5 - 3 WALL TYPE 6 - M WALL TYPE 7 - IN

1:10 CLIENT

SEPARATION STRIP SLIP SHEET INSULLATION

LOCKER GROUP® CUSTOM-MADE FIXING BRACKET 3 50 X 90 X 4.26MM

PROJECT

UQ SCHOOL OF ARCH CNR EDWARD ST & MA C/- UNIVERSITY OF QU

DRAWING TITLE

ROOFING MEMBRANE

ATRIUM ROOF DETAILS PLAN, SECTION & ISOM

LOCKER GROUP® PERFORATED PROFILE AERO

SCALE @A1 AS INDICATED

DR

CO-ORDINATED

CH

JOB NO.

D

40% OPEN AREA 800 X 800 MM

STATUS

CD

DRAWING

CD11.01


BRISBANE

LECTURER: KIM BABER

Arket


_Massing Model


_Grid Structure Testing

_Grid Structure Curvature Testing


_Grid Structure Model

_Grid Structure Model Details

_Sectional Perspective View


_Sectional Perspective View


_Artistic impression of Market


_Panel Proto Type 2.0 Full Size


_Panel Proto Type 2.0 Exploded Drawing

_Panel Proto Type 1.0


Site and Surface



N 0

Bench

SH

F EL

SH D PW

D

SHELF

LIFT

_Design Concept

SHELF

ELF SH

PW

SHELF

SHELF

Bench

K C ITC RO OLD H. OM

F EL SH

ELF

5

10


N

N 0

5

0

10

5

10

SHELF SHELF SHELF SHELF SHELF PWD

SHELF

STORE ROOM

0.16

PWD

WORKSHO

P

BIN

UP

UP

UP

LIFT

BIN BIN

BIN

UP

LIFT

LOADING ZONE

GABAGE ROOM

0.16

UP

AC PLANT ROO

M

UP

VOID PWD

0.16

PWD

0.16

PWD

UP

UP

UP PWD

UP

PWD

SWITCH ROOM

PWD

VOID VOID

IT SERVER

UP

UP

UP

UP

UP

_Floor Plans

_East Elevation



History and Memory



_Artist Impressions

_Sectional Perspective View


_Facade Panel Testing

_Remap with Weather Data input

Experiemental Facade Design



_Scripting Testing

_Responsive Facade Analysis



PARAMETRIC MODEL _Scripting Principal

Curve AB

Point D

Point B Curve AC

A parametric model of the timber nod points (Point A, Point B, Point C and Po three nurb curves (Curve AB, Curve BC principal vector for load transfer.

The diameter of the pilar core can be ad

Fig. 23_Parametric Model Diag Fig .24_15 Iteration Exam

DIGITAL FABRICATION(CNC)


Iteration Examples

_Iteration Examples

PAL Point A

AC LCurve PRINCIPAL

D

2

3

4

5

6

8

9

11

12

14

15

Iteration Examples

Point A

1

2

3

4

5

6

Curve AC

Point C Fig. 23

7

Point C Fig. 23

oped by using 4 de can be developed by using 4 point generate oint D) asto control point to generate C and Curve AC) which form as the which form as the

djusted accordingly as well.

7

8

9

10

11

12

10

gly as well.

gram mples

1

14

13

15 Fig. 24

13

Fig. 24


_Timber Node Structure


_CNC Contouring Process

_CNC Cutting Process

_Timber Node Gluing Process

_Final Product


Artistic Impression of Residential House


_Artistic Impression of Residential House


Jun Rong 11 STANTON COURT, EIGHT MILE PLAINS, QLD 4113 0433 730 028 june.rong@gmail.com EDUCATION

2019 - 2021 Master of Architecture University of Queensland GPA: 5.6 (out of 7)

PROFESSIONAL SKILLS

PERSONAL SKILL

• A fast learner, reliable, hardworking, self-motivated and environment • Excellent analytical and problem-solving skills, both ver years of working in the accounting environment • Highly refined attention to detail • Imaginative and creative thinking skills • Self-starter, with the ability to work to strict deadlines an • Excellent relationship management skills and interperso

COMPUTER SKILLS

2018 Architectural Association Melbourne Visiting School

CREATIVE 2016 - 2018 Bachelor of Architectural Design University of Queensland GPA: 5.75 (out of 7)

2007 - 2010 CPA Australia Certified Public Accountant Program

VR

2005 - 2007 Bachelor of Business Queensland University of Technology

PROFESSIONAL MEMBERSHIPS / AFFILIATIONS - CPA Australia Qualified Certified Public Accountant - White Card Queensland General Construction Card

RENDER

2D


WORK EXPERIENCE

d able to work in a team

rbal and written acquired during 10

nd multiple tasks onal skills

D

3D

November 2019 - February 2021 University of Queensland Research Scholarship - Future Timber Hub Responsibilities: • Team with another research scholar to develop a technical solution to connect multiple round timber members using a central timber node. • Participate in design and fabricating using a digital form-finding method. • Design and undertake digital fabrication process by using CNC router and other power tools. • Carry out design research and develop parametrises model for further development. • Testing various fabrication methods via different prototyping. • Leading the fabrication of CLT column and participating the crashing test and prepare the evaluation analysis of the fabrication process.

September 2010 - December 2017 Takraf Australia Pty Ltd Cost Controller Responsibilities: • Reporting of actual transactions against projects in comparison with budget and forecast transactions • Evaluate and critically review monthly financial performance of contracts with project managers • Preparation of in-house engineering and site commissioning personnel cost report • Preparation of small project’s budgets and forecasts • Provide financial inputs into monthly and quarterly project reports for review by senior management in Germany and Italy • Ensure timely inputs from site management into the budgeting and forecasting processes

July 2007 - September 2010 Ronald J Webb Chartered Accountants Accountant

BIM

Responsibilities: • Preparing end of year financial statements and income tax returns for partnerships, trusts and companies • Preparing independent financial reports for Building Services Authority licence applications and renewals • Preparing profit projection and cash flow reports • Preparation of Business Activity Statements and Instalment Activity Statements

REFERENCE REFERENCE AVAILABEL UPON REQUEST


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