Portfolio_Architecture Graduate_Zhuoqing LI

17

PORTFOLIO

20

Zhuoqing Li 886823 ARCHITECTURE

About Me

E DUCAT I O N

University of Me

Master of Archit

University of Me

WAM 76.450 / B

Nanjing Agricul

GPA 3.43(4) / Ba

R E L E VA NT E Z huoq i ng L i Bi r th: July 16th,1997 Email: lzq970716@ gm a il.com Phone: 0420-391-675

East china prope

Architecture draw

Construction sch

AA visiting scho

SKIL L S Software: Adobe Creative Suite (PS, AI,

3D Modelling, G

ID), Rhino, Grasshopper, AutoCAD, ArchiCAD, Lumion,Unreal Engine.

Languages: Mandarin, English

R EFER EE L IST

S E L E CT E D H

Melbourne Mobi

E X HI B I T I O NS

01 Design Studio Epsilon: Robyn Pollock (robynspollock@bigpond.com/Tel:0403-794-294) 02 Design Studio Delta: Joseph Gauci-Seddon (joseph. gauciseddon@unimelb.edu.au) 03 Design Studio Gamma: Andrew Murray (andrew.

2017 SM1: FOD

2018 SM1: MSD

2019 SM1: Cons

murray@unimelb.edu.au) 04 Digital Design: Samuel Lalo (samuel.lalo@unimelb. edu.au) 05 Construction Design: Michael Gerard Collins (m.col@me.com)

2019 SM1: MSD

2020 SM1: MSD

2020 SM2: MSD

elbourne / Melbourne, Australia

2020.2-Now.

tecture

elbourne / Melbourne, Australia

2017.2-2019.12

Bachelor of Design (Major in Architecture)

ltural University / Nanjing, China

2015.9-2017.2

achelor of Engineering (Major in Landscape Architecture)

EXPE R IE N C E

erty Co. in Yantai/ INTERN ASSISTANT

2018.11-2019.1

wing check

hedule and budget check (including construction site visiting)

ool Chengdu: Marking the city

2019.7

Grasshopper Testing ,Rendering final video, and Construction

H ONO R S

ility Award, Univeristy of Melbourne.

2019.5

S :R Exhibition, AFLK Galley

2017.6

DX Exhibition-Digital Design and Design Studio Beta

2018.12

struction Design Final Exhibition, DULUX Gallery

2019.6

DX Exhibition- Construction Design Best Models

2019.7

DX Exhibition- Studio 25 OEP, Action!

2020.7

DX Exhibition- Studio 16 We Accommodate Art

2020.12

Zhuoq i ng L i S elected Wo r ks 2017-2020

01 Incompletion Future Home Competition - We Accommodate Art Unimelb OEP Faculty Building | Building 165, UniverisIty of Melbourne Parkville Campus Master Studio D - Studio 16 Future House| Individual Work

02 Participation Future Home Competition - We Accommodate Art Unimelb OEP Faculty Building | Building 165, UniverisIty of Melbourne Parkville Campus Master Studio C-Studio 25 Environmental Building Studio| Individual Work

03 Perception Carlton Health Care Center - A Healing Journey Community Health Care Center | 461 Lygon Street, Melbourne BA 3-2 Design Studio Epsilon| Individual Work

04 Inspiration Melbourne Chinatown Library - Urban Idea Machine The Library in The City| 124 -140 Little Bourke Street, Melbourne BA 3-1 Design Studio Delta| Individual Work

Zhuoq i ng L i S elected Wo r ks 2017-2020

05 Fabrication Queen Victoria Garden Pavilion - Spiral Pavilion Parametric and Fabrication | Queen Victoria Garden Pavilion, Melbourne BA 2-1 Digital Design| Individual Work

06 Extension Spring Street Tower - Re-entrant Square Mix-use Tower (Office&Hotel) | 215 Spring Street Applied Architectural Technology| Individual Work

07 Construction Case Study: The Construction Process of Architecture Olympic Park Community Facility (The Glasshouse) Section H | Melbourne BA 3-1 Construction Design| Individual Work

08 Reflection AA Visiting School Chengdu - The Mirage Outdoor Pavilion | Luxelakes Art Exhibition Centre, Chengdu, China AA Visiting School Chengdu| Group Work (Built)

01 Incompletion Future Home Competition - We Accommodate Art Master Studio D, University of Melbourne Semester 2, 2020 Individual Work Studio Leader: Joel Benichou

Under the framework of the Future Homes Student Competition presented by IBA Melbourne, the We Accommodate Art (WAA) is a housing typology to be applied in suburban sites across Victoria. WAA is an affordable, inspiring co-housing model for creative professionals to work and live in the middle suburbs of Melbourne, delivering with affordability, creative amenity, and social sustainability. This architectural typology is dedicated to supporting and celebrating Victoria’s creative industries, growing from the creative community, creative Melbourne, to creative Victoria. Bringing the creative communities to the middle-ring suburbs accelerates the gentrification process and improve the desirability and liveability of middle rings.

Second Level: One bedroom dwelling can be combined with other dwellings

First Level: Two or three bedroom dwelling can be combined with 2F dwellings.

Family Workshop

Ground Level: Two or three bedroom loft with workshops and public amenities.

Sculpture Garden

Art Veranda

Public Workshop & Rent-Free Gallery

TWO LOTS DWELLING MIX 5 BEDROOM: 0-1 4 BEDROOM: 0-1 3 BEDROOM: 3 2 BEDROOM: 3-5 1 BEDROOM: 0-5

TOTAL: 8-13

SCENARIO 1 : ‘HERE WE GO’

Gross Floor Area (sqm) Ground Floor : 374 Level 1 : 545 Level 2 : 279

Total Apartment Area (sqm) Ground Floor : 259 Level 1 : 447 Level 2 : 259

TOTAL GFA: 1198

TOTAL TAA: 965

Garden & Permeable Area (sqm)

Building Height (mm)

3-BEDROOM DWELLING

Site Area: 1290 Garden Area: 497 (38%>35%) Permeable Area: 504 (39%>20%) Canopy Cover Area: 217 (17%>7.5%)

Ground Floor : 4800 Level 1 : 3100 Level 2 : 3100

2-BEDROOM DWELLING

EFFICIENCY NUMBER (TFA/GFA): 81%

Name: Ken Age: 24 Profession: Photographer

TOTAL BUILDING HEIGHT: 11000

1-BEDROOM DWELLING SHARED AMENITY

SCENARIO 2 : VERTICAL ‘NEIGHBORS’ Name: Mark Gamble Age: 65 Profession: Writer

SCENARIO 3 : FAMILY LIVING Name: Chen Age: 23 Profession: Photographer

Name: Celine Age: 22 Profession: Ceramicist

Name: Kevin Age: 25 Profession: Painter

Name: The Kims Age: 68 Profession: Writer & Painter

Name: Hannah and Louis Age: 27 Profession: Illustrators

Void

Name: Kerrin Age: 22 Profession: Architect

Added Stairs

Dwelling+Program Analysis

Name: The Kims Age: 36 Profession: Musicians

3-Bedroom Dwellings

Sky Light Above

Flexible Room (Bedroom/Study Room)

Loft Mezzanine Above

2-Bedroom Dwellings

Future Stairs

Loft Mezzanine Above Flexible Room (Bedroom/Study Room)

1-Bedroom Dwellings

Future Stairs

Typical Apartment Layout

Section A-A Display Bike Wash

Bike Racks

Seating+Display

Open Air Gym

Bike Racks+ Bike Wash

Section B

Seating+Art Wall

Section A

Section B

Section A

Ground Floor Plan

N

Section B-B Display Shelf

Display Shelf

Display Shelf

Projector Screen Projector Screen

Working Station

Display Shelf

Display Shelf

Roof Divider

Shoe Station

Shoe Station

Open

Close

2400/ 3600mm Display Shelf

Display+Working

2400/3600mm Display+Screen+Shoe Station

N

First Floor Plan

West

North

South

East Elevations

To ‘Backyard’

The ‘Home’

Solar PV System: High efficiency (>20%) solar PV system (16 kwp) is introduced to compensate the operational energy consumed by the residents, with surplus energy to be used to power the shared electric car station.

Filtered Rainwater

Hot,dry air

Cooling Pads

Ventilator Motor

Pump Cool, moist air

Water Tank

The Evaporative System

Active Cooling System: Evaporative Cooling system with filtered rainwater.

Productive Garden: They are irrigated by rainwater, achieving on-site food production.

Grey Water

Water Consumption: On-ground rainwater tanks and grey water tanks are placed in eastern side at GF level. The collected rainwater will be used for hot water system, shared laundry, and irrigation. The collected grey water will be used for toilet-flushing.

50-55℃ Filtered Rainwater

HWS

Active Heating System:

For domestic use

Hydronic heating + Solar Hotwater System (HWS) & Heat Recovery System (HRS, solar-powered).

65℃ For hydronic panels 40℃

For hydronic in-slab

HRS

Shared Electric Car Station: Electric car is introduced to promote new mode of transportation. The electric car will be powered by the surplus energy produced by PV system, which cannot only reduce living cost but also reduce carbon emissions in the neighborhood.

Rainwater Garden: Rainwater gardens are used to increase biodiversity and permeability.

ESD Initiatives We accommodate art, and we accommodate the future that yet to come.

02 Participation Unimelb OEP Faculty - “OEP, Action!�

Master Studio C, University of Melbourne Semester 1, 2020 Individual Work Studio Leaders: Adrian Chu & Nayan Puri

The concept is proposed to challenge the empiric education model.

The empiric educational model separates learners from the experiential experiences and only provides them with the outcome, making innovation in learning hard. As the Environmentally Sustainable Design (ESD) industry needs innovative ideas to develop and grow, it is important to bring the learning journey of ESD into context and allow individuals to think independently. The concept is using space to provoke an action-based learning journey which allows participants to construct their own understanding of ESD in learning actions. The new OEP building will be an active learning lab, a showcase of ESD, a teaching tool, and the identity of UNIMELB OEP faculty.

Block West Sunlight

SOUTH

WEST

Rota te

Invite North Sunlight

Rota te Connect

STEP 1

Orientate And Connect

Pull Out

N

NORTH

EAST

BIKE REPAIR STATION

RAINWATER SHOWCASE GREEN WALKWAY

ZERO CARBON CAFE

GARDEN WORKSHOP& COMMUNITY GARDEN

Push Down

Mass Subtraction

STEP 2

Lift Up

Lift Up

Connect Levels

STEP 3

Connect

Form-Generation Process

South

West: Vertical Louver & Green Facade

West

East: Vertical Louver

East North

Rainwater Showcase

Solar Panel North : Balcony & Operable Shutter/awnings

Solar Garden Light At Night: Level Of Light = Indicate The Amount Of Solar Energy Generated

Recycled Brick

Lec/seminar Room Ceiling : Light & Ventilation

Plywood

Display: Geothermal System

Display: Labyrinth Cooling

Labyrinth Cooling

Function Overview Isometric

ice e Solst Summ

er 75

Degre

ce

olsti

ee S egr

9D

r2

te Win

Section A-A

Section-A

Section-B

Secondary Entrance

Main Entrance

N

Ground Floor Plan

FCU

HRS

FCU

HRS

FCU

HRS

HRS

FCU

FCU

LABYRINTH

LABYRINTH

HRS

RECIRCULATION

AHU

CHILLER

HEAT PUMP WATER PUMP GEOTHERMAL PIPES

SOIL (16°C-18°C)

Section B-B

N

First Floor Plan

The Classroom

The Journey of ‘Actions’

The Atrium

The Afternoon Tea Spot

OEP at Night This project could inspire more people to act for sustainability, as “actions� should never stop.

03 Perception Carlton Health Care Center - A Healing Journey Bachelor Capstone Studio Epsilon, University of Melbourne Semester 2, 2019 Individual Work Studio Leader: Robyn Pollock

This studio project is a community health center, a facility dedicated to providing services that address the local community’s needs and support existing public and private health facilities. The brief places an emphasis on education and prevention across differing cultural groups of the community. The clients for health care center are single parents and their children. Based on the research, single parents want to hide from a noisy life and do self-healing in a private space. Sometimes, they also would like to talk to others to compare notes in a public area.

Therefore, the concept is proposed to translate different perceptions of spatial spirits to a range of healing methods, from self-healing to assist healing, providing a healing journey for the clients.

The Process of Healing

Name: Asakusa Culture Tourist Information Center Location: Tokyo, Japan

Winter Northern Sunlight

Architects: Kengo Kuma & Associates

Name: Unveils Stacked Timber Museum Location: Eskisehir, Turkey Architects: Kengo Kuma & Associates

Name: Loducca Agency Location: Sao Paulo, Brazil Architects: Triptyque Architects

Section of Facade

Section A - Reveal VS Conceal

on

A

cti

Se

on

cti

Se B

Multi-purpose Room Children Occasional Care Children Toilet

Retail Waiting Area

er

et

m Ce

y

Rd

n

tra

ry

Rd

En

ce

Retail DIY Cooking Station

ete

m

Ce

Consulta Room (S

Consultation Room (Small)

Retail

Cafe

Consultat Room (Sm

Relaxing Decking Atrium

C

Reception

Meeting Space

Foyer Consultation Room (Large)

ce

Lo

e

nc

tra

ain

En

M

Child Playground (Zen Garden)

Multi-Purpose Room (Parental Skill Workshop with Kitchen)

Consultation Room (Large)

Lygon St

ck

Air

a Sp

Consultation Room (Large)

Male Toilet

Consultation Room (Large)

Kitchen

Female Toilet Consultation Room (Large) Accessible Toilet

Consultation Room (Large)

Play Room

Meeing Room 12p

Consultation Room (Large)

Print Room

Vegie Garden

F

Waiting Space

Accessible Toilet

Male Toilet

Female Toilet Consultation Room (Large)

Consultation Room (Large)

Consultation Room (Large)

Set Down Place

Little Lytto

n St

GF Plan

1F Plan

1_100 Site Model

Office (Shared)

Multi-purpose Room Children Occasional Care (No entry from this level)

Waiting Space

Threapy Studio (Gym)

Play Room

Consultation Room (Small) Office (2p) Consultation Room (Small)

Consultation Room (Small)

Gym Yoga & Meditation Place

Waiting Space

D

Meeting Space

E Consultation Room (Small)

ation Small)

Storage Room

Consultation Room (Small)

Consultation Room (Small)

Office (2p) Consultation Room (Small)

Meditation Room Storage Space Office (2p)

Meditation Room

Consultation Room (Small)

Office (4p)

Threapy Room

Change Room

Consultation Room (Small)

Common Room Meeting Room (6p)

tion mall) To Roof Terrace

Inspiring Gallery

Speech Pathology Threapy Room

Relaxing Balcony

Speech Pathology Threapy Room

Meeting Space

Meeting Space

Consultation Room (Large) Meeting Room

Staff Break Out Space (with Kitchenette)

Office (2p)

Consultation Room (Large) Relaxing Balcony

Consultation Room (Large) Consultation Room (Large)

Consultation Room (Large)

Consultation Room (Large)

Multi-Purpose Room (Inspiring Reading Lodge)

Office (exec.)

Office (exec.)

Office (4p)

Office (2p)

Consultation Room (Large)

Kitchen

Meeting Room (4p)

Consultation Room (Large) Play Room

Consultation Room (Large)

Meeting Room (6p)

Relaxing Balcony Print Room

Waiting Space

Female Toilet

Meeting Space

Female Toilet

Male Toilet

2F Plan

Male Toilet

3F Plan

N

First Encounter - Foyer with Atrium

Self Healing - Mediation Space

In-Between Space - Waiting Room

Assist Healing - Meeting Space

Lygon St Entrance A sense of caring is a real celebration of humanism.

04 Inspiration Melbourne Chinatown Library - Urban Idea Machine Bachelor Studio Delta, University of Melbourne Semester 1, 2019 Individual Work Studio Leader: Joseph Gauci-Seddon

The studio project “The library and the city” is designing a library in ‘CHINA TOWN’ of Melbourne, which is used to deal with the relationship between ‘The Abstract and The Concrete’, ‘The Method and The Madness’, ‘The Library and The City’, and ‘The Public and The Individual’. The library’s proposed program celebrates traditional library experience and novel fragmented reading, gathering people from different disciplines and ages to exchange knowledge and get inspired with new ideas through the collaborative process. The idea-generating process requires a diversity of spaces for other people to use. Therefore, areas are diversified with varies of spatial spirit by manipulating physical properties.

3F

Original Shape

2F

Duplication

Original Shape

1F

Rotation

GF

Repetition of Rotation

B1

Form-Generation Process

Floor Arrangement

Fragmented Reading Floor

Fragmented Reading Plaza

Ground Floor

Second Floor

Plan and Sections

Entry Stepped Plaza

Basement - Traditional Reading Ceremony

Little Bourke Street Interface The library is designed for the future. It is located in the city and inspires the city.

05 Fabrication Queen Victoria Garden Pavilion - Spiral Pavilion Bachelor Digital Design Studio, University of Melbourne Semester 1, 2018 Individual Work Studio Leader: Samuel Lalo

This studio project addresses the design generating process through digital fabrication (Waffle Structure & Boolean Volume). The idea developed through the digital revolution is applied to the creation of Queen Victoria Garden Pavilion. The process from design to final presentation is based on the research of modern digital fabrication tools. Grasshopper creates the form-generating process to test a series of iterations. The representation of the spiral pavilion is equipped by Unreal Engine 4 to achieve real-time render and provide VR experience to the audience during the presentation. Physical models of this project are created through 3d printing and laser-cut, celebrating digital fabrication methods.

Lofts

1.2

{200,50,200}

{140,50,200}

{50,50,200}

{50,50,200}

{200,50,155}

{200,50,80}

{50,200,50}

{170,200,50}

{Index Selection}

{Index Selection}

{Index Selection}

Paneling Grid & Attractor Point

2.2

{115,126,116}

{160,154,4}

{Attractor Point Location}

Paneling

{Index Selection}

{Index Selection}

+

+

3.2

Key

The Waffle

{0,0,0}

Point Attractor

Curve Attractor

The Panel Form-Generation Process

Grid Point

The Space

Task 1 - The Waffle

From ‘Waffle’ to Canopy

Grid Manipulation

{0,100,150}

{0,0,150}

{100,0,150}

{100,0,0 }

{123,127,48} {Curve Attractor}

{Point Attractor}

{Curve attractor}

Sphere Distirbution

{0,100,150}

{0,0,150}

{100,0,150}

{100,0,0} {123,127,48}

{Curve attractor}

{Point attractor}

{Curve attractor}

Brep Transformation

{0,100,150}

{0,0,150} {100,0,150}

{100,0,0} {123,127,48}

{Platonic Tetrahedron}

Key

The Scale

{Platonic Octahedron+Sphere}

{Platonic Icosahedron}

{0,0,0}

Point Attractor

Curve Attractor

The Volume Form-Generation Process

Grid Point

The Space

Task 2 - The Boolean Volume

From ‘ Volume’ to Space

Shadows at Night Using digital fabrication, We bring the future to life.

06 Extension Spring Street Tower - Re-entrant Square Applied Architectural Technology, University of Melbourne Semester 1, 2020 Group (Concept Design) & Individual Work (Developments) Studio Leader: Jamie McCutcheon

The project ‘Re-entrant Square’ is a mixed-use tower with a hotel stacking on the top of an office building and the main concept is to provide different living conditions, achieving a harmony ‘symbiosis’ of the programs. The site is located at northeast of Melbourne city, the corner of Lonsdale Street and Spring Street. It has eastern side opposite to the Parliament Reserve, and the north side opposite to Department of Home Affairs. The dimension of the site is 60m×95m and an area of 5700 sqm. The design strategy of floor plate and floor-to-floor height are developed based on different functions. The dimension of the core structure is 19m×19m and the dimension of typical floor plate is 43m×43m, which achieves an ideal leasing depth 12m.

m

12 12

m

High Rise

Mid Rise

Low Rise

1. Maximizing Leasing Depth

2. Cut Out Area for Undercover Plaza

3. Re-entrant Cut Out For Visible Recognition of Different Programs from Exterior

4. Zoning to Enable High Efficiency of Lift and Mechanical Services

Form-Generation Process

Lonsdale Street A

Office Drop-Off Point

B

C

7000

D

9000

9000

E

F

9000

9000

G

H

9000

8560

7000

1

TPT

9000

2

TPT

3

9000

39440mm

TPT

Entry Communal Garden

Spring Street

9000

4

PB

TPT

TPT

TPT

TPT

TPT

TPT

9000

TPT

TPT

5

TPT

SL2

SL2

9000

SL2

Office Lobby SL1

SL1

SL2

SL2

6

SL2

PB

7

TPT 5000mm

9000

Male Toilets

SL1

SL1

Female Toilets

Goods Lift

Accessible

PB

Toilets

TPT

8

Goods Lift

SL1

SL1

Goods Lift

SL2

SL2

SL2

SL1

SL1

TPT

SL2

9000

9

PB

TPT

10

SL2

TPT

PB

PB

PB

PB

PB

PB

PB

7000

11

12360mm

9000

SL2

Hotel Drop-Off Point

Goods Lift

Hotel Lobby

9000

12360mm PB

PB

12

N

Little Bourke Street Ground Floor Plan

3000

TPT

3000

SL2

9000

9000

SL1

SL2

SL2

SL1

C

D

E

F

G

G1

SL2

3000

9000

9000

9000

9000

3000

SL2

248.3 SL1

Walkway

9000

9000

B1

SL2

7

G1

3000

SL1

SL1

SL1

G

9000

TPT

SL2

TPT

F

TPT

E

9000

SL2

9000

6

SL2

TPT

TPT SL2

SL2 5A

D

9000

SL2

C

Hotel Drop-Off Point

B1

Goods Lift

Atrium

9000

8

Goods Lift

SL1

238.3

TPT

SL1

Atrium

9

SL1

Male Toilets

SL1

SL1

9000

3000

10

Toilets

SL2

SL2

222.7

SL2

219.1

HIGH RISE

NLA

215.5

TPT

GFA

FLOOR PLATE EFFICIENCY

211.9

HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m

SL1

Goods Lift

Goods Lift

9000

208.3 204.7

TPT

2

2

LEVEL 27-37

B1

Goods Lift

201.1 197.5

C

D

E

PB

F

G

G1

193.9

HOTEL

190.3

C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mmSL2 x 600mm

3000

SL2

SL1

9000

9000

SL1

SL1

9000

186.7

3000

SL1

SL2

SL2

SL2

SL2

SL2

HIGH-RISE

178.3

SL2

9000

6

9000

9000

3000

C2 - 800mm x 800mm, 700mm5Ax 700mm, 600mm x 600mm, 500mm x 500mm

SKY BAR

226.3

SL2

SL2

Accessible

10A

MECH 4

229.9

PB SL2

Goods Lift

9000

PB

Female Toilets

SL2

SL2

PB SL1

MECH 3

169.6 SL1

Walkway

9000

7

SKY LOBBY

Goods Lift

Atrium

SL1

SL2

SL2

SL2

SL1

PB

PB

PB

9000

SL2

SL1

3000

10

SL2

SL2

SL2

12360mm

9000

10A

PB

Atrium

9

20600

Goods Lift

SL1

12360mm

9000

9000

8

SKY LOBBY

NLA

GFA

FLOOR PLATE EFFICIENCY

HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN 82.5% 1848m 1524m 2

2

LEVEL 25-26

PB

PODIUM STRUCTURAL FLOOR PLAN SCALE 1:200

0m

3m

C

D

E

F

C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm

7

OFFICE

9000

SL2

SL2

SL2

SL2

106.6

PB

9000

G1

9000

9000

3000

SL2

SL1

SL1

SL2

SL2

137600

9000

6

3000

G

9000

5A

3000

C2 - 800mm x 800mm, 700mm x 700mm, 600mm x 600mm, 500mm x 500mm

MID-RISE

10m

MECH 2

9000

B1

5m

9000

SL1

SL1 Goods Lift

9000

Male Toilets

SL1

8

10A

SL1

Goods Lift

78800

PB

Goods Lift

PB

SL2

SL2

SL1

SL1

SL2

SL2

SL2

SL2

LOW-RISE 3000

10

Goods Lift

Female Toilets

7000 9000

9

SL2

OFFICE

MECH 1

MID RISE

NLA

GFA

FLOOR PLATE EFFICIENCY

MID-RISE OFFICE STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m 2

2

LEVEL 13-24

SCALE 1:500 B1

C

D

0m

5m

10m

E

20m

F

G

G1

BB1-600mm x 2400mm

PT Concrete Slab 120mm PT Concrete Slab 200mm

3000

Podium Beam (W: 2000, D: 4000)

9000

SL2

Transfer Beam - 600mm x 2000mm SL2

3000

9000

SL2

SL1

SL2

SL2

Glass cover C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm

SL2

Welded Steel Column (Podium)800WC (FRL 120/-/-, with Intumescent coatings) SL1

Outrigger for M&E Floor

9000

SL2

6

PODIUM

EB - 600mm x 600mm

BB2-400mm x 2400mm 9000 9000 BB3 - 400mm x 1200mm

3000

5A

Typical Podium Truss(S: 2400, D: 1200) Belt Truss for M&E Floor

N

PODIUM STRUCTURAL FLOOR PLAN

C2 - 800mm x 800mm, 700mm x 700mm, 600mm x 600mm, 500mm x 500mm

7

9000

Male Toilets

SL1

Female Toilets

SL1

Goods Lift

Accessible Toilets

8

Goods Lift

9000

SL1

Goods Lift

9000

9

SL2

SL2

3000

SL2

SL2

SL2

SL2

SL1

SL1

10 10A

SL1

Goods Lift

SL2

N LOW RISE

NLA

GFA

FLOOR PLATE EFFICIENCY

LOW-RISE OFFICE STRUCTURAL FLOOR PLAN 1848m 82.5% 1524m LEVEL 1-12

2

2

Vertical Feasibility

Core

Low-Rise

Middle-Rise

SPACE FRAME

BAND BEAMS

SLAB

EDGE BEAMS

CORE

OUTRIGGER BRACE

TYPICAL TOWER SEGMENT

TRUSS FRAME

COLUMNS

Structural Analysis

High-Rise

C

D

9000

SL2

SL2

SL2

SL2

9000

9000

G1

9000

3000

SL2

SL1

9000

G

SL1

B1

SL2

TPT

7

C

D

E

F

G

G1

SL1 SL2

3000

SL2

F

SL2

6

E

SL1

3000

5A

pring Street

TPT

B1

SL2

3000

9000

9000

9000

9000

3000

SL1

Goods Lift

Toilets

Goods Lift

9000

SL1

9000

TPT

10A

Goods Lift

248.3 SL1

238.3

SL2

SL2

SL2

SL2

SL2

SL2

SL1

SL1

3000

10

PB

Goods Lift

PB

9

PB

5000mm

8

SL1

Female Toilets

Accessible

12360mm

9000

Male Toilets

SL1

SL2

MECH 4

229.9

SKY BAR

226.3 222.7

SL1

LOW-RISE OFFICE STRUCTURAL FLOOR PLAN

SCALE 1:200

0m

B1

SL2

10m

D

E

9000

TPT

SL2

9000

9000

SL1

SL1

9000 9000

PB

Podium Beam (W: 2000, D:197.5 4000)

3000

SL2

193.9

TPT Typical Podium Truss(S: 2400, D: 1200) BT

Belt Truss for M&E Floor

OT

Outrigger for M&E Floor

SL2

HIGH-RISE

178.3

SKY LOBBY

MECH 3

169.6

Goods Lift

SL1

SL2

SL2

SL2

SL2

20600

SL1

MID-RISE OFFICE STRUCTURAL FLOOR PLAN

PT Concrete Slab 120mm

B1

C

0m

BB2-400mm x 2400mm BB3 - 400mm x 1200mm 3000

Typical Podium Truss(S: 2400, D: 1200)

5m

10m

BB1-600mm x 2400mm D E

PT Concrete Slab 200mm Podium Beam (W: 2000, D: 4000)

9000

9000

F

G

G1

9000

9000

SL1

SL1

SL2

3000

EB - 600mm x 600mm

MID-RISE

OFFICE

Glass cover 3000

Welded Steel Column (Podium)SL2 SL2 800WC (FRL 120/-/-, with Intumescent coatings) SL2

N

20m

Transfer Beam - 600mm x 2000mm

9000

6

HOTEL

190.3 186.7

SL1

SL2

SCALE 1:500

5A

201.1

PB

9000

PB 10A

SL2

3000

10

01 A2.1

PT Concrete Slab 200mm

Goods Lift

Goods Lift

204.7

PT Concrete Slab 120mm

SL1

Goods Lift

9

211.9 208.3

SL2

8

Female Toilets

215.5

SL1 G1

SL2

Male Toilets

SL1

G

9000

7

SL1

LEGEND

SL2

SL2

TPT

N

F

SL2

SL2

9000

6

5m

C

3000

3000

5A

3m

Hotel Drop-Off Point

PODIUM STRUCTURAL FLOOR PLAN TPT

219.1

SL2

C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm

MECH 2

C2 - 800mm x 800mm, 700mm x 700mm, 106.6 600mm x 600mm, 500mm x 500mm

SL2

SL2

SL1

Goods Lift

137600

SL1

Walkway

9000

7

Atrium

9000

8

SL1

Goods Lift

SL1 Atrium

SL2

SL2

SL2

SL1

SL1

02 A2.1

SL2

SL2

78800

9000

SL2

3000

9

10 10A

SL2

LOW-RISE

HIGH-RISE HOTEL STRUCTURAL FLOOR PLAN

B1

C

D

E

F

OFFICE

MECH 1

G

G1

PODIUM

5A

9000

C2 - 800mm x 800mm, 700mm x 700mm, 6 600mm x 600mm, 500mm x 500mm

3000

9000

9000

9000

BT

BT

3000

C1 - 1200mm x 1200mm,1000mm x 1000mm, 800mm x 800mm, 600mm x 600mm

BT

3000

BT

OT

OT

BT

9000

OT

OT

OT

7

9000

OT

BT

BT OT

8

9000

OT

BT

BT OT

9

9000

OT

BT

BT OT

OT

OT

10A

3000

10 BT

BT

BT

N

Structural Design

GL-2C: Glass Mullion (Light Blue)l 4500 span|10000mm Height|300mm depth

GL-1C: Laminated Glass Panel 30mm (clear)|4500*2000mm PC-1: Steel Column. Power Coat Finish Steel (Matt Black)

CONC: C2 |500*500mm Concrete Column

AN-1: Mechanical Floor Aluminium Ventilation Louvers /Aluminium (Matt Black, Anodised) PC-2: Belt Truss/ Power Coat Finish Steel (Satin White)

NORTH

WEST

Sky Bar & Crown

GL-2A: Opaque Black Glass for Re-entrant Corner Expression GL-1A: Low-e External Vision Panel(Clear) SOP: Pv External Spandrel Panel AN-2: Aluminium Fins for Vertical Shading|1500 spacing|800 depth|45 degree

AN-2: Aluminium Fins for Aesthetic (3000 Spacing|800 Depth|45 Degree|Stain White)

EAST

NORTH

Office

PC-1: Welded Steel Column (Podium)800WC (FRL 120/-/-, with Intumescent coatings)

PC-1: Welded Steel Box Truss / 1200mm Height|800 Depth

GL-1C: Laminated Glass 30mm (clear)|4500*2000mm

Panel

GL-2C: Glass Mullion (Light Blue)l 4500 span|10000mm Height|300mm depth

EAST

NORTH

Podium Partial 3D - From Podium to Sky

GL-1C

GL-2C

CROWN 248.3 Vision Panel 6270*1500mm

AN-2 GL-1A

GL-2A

01 A3.1

238.3

SOP

Spandrel Panel 2600*1500mm

AN-1

SKY BAR

229.9

MECH 4

SKY BAR

226.3 222.7 219.1 215.5

Sky Bar & Crown

211.9 208.3

GL-2A

AN-1

Vision Panel 2500*1500mm

AN-2 GL-1A

SOP

AN-1

Spandrel Panel 1100*1500mm

201.1 197.5 193.9

HOTEL

190.3 186.7

Spandrel Panel 1100*1500mm

Vision Panel 2500*1500mm

204.7

178.3

CONC

169.6

PC -2

HIGH-RISE

SKY LOBBY

MECH 3

20600 Spandrel Panel 1100*1500mm

Vision Panel 2500*1500mm

OFFICE

Vision Panel 2500*1500mm

MECH 2

Office MID-RISE PC-1: Welded Steel Box Truss / 1200mm Depth| 2400 Web Spacing 9000-18000mm SPan

OFFICE 02 A3.1

MECH 2 106.6

PC-1: Welded Steel Column (Podium)- 800WC (FRL 120/-/-, with Intumescent coatings) GL-1C

GL-2C

137600

20000 mm

78800

Glass Mullion (clear)l 4500 span|20000mm Height|300mm depth

PODIUM

LOW-RISE

OFFICE 03 A3.1

MECH 1

Podium PODIUM

LEGEND NO TYPE 1 Aluminium Fin

MATERIAL AN-2

2

Mullions

AN-1

3

Low-e External Vision Panel

GL-1A

4

Mechanical Ventilation Damper PV External Spandrel Panel

AN-1

5 6

Catwalk

PC-2

7

Bracket

PC-2

8

Window Frame

AN-1

SOP

9

Low-e Internal Vision Panel

GL-1B

10

Low-e Internal Spandrel Panel

GL-2B

11

Insulation

INS-1

Facade System

C

D 9000 RL +248.30 CROWN

GLASS SPIDER FITTING

GL1C

10000

GL2C

CONC

BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK

150MM WEARING SLAB

BMU

CONC 120MM PT SLAB CONC 1 A4.2

4MM THICK ALUCOBOND PARAPET FLASHING PANEL

BMU TRACK 75*75MM EA 10MM THICK INSPECTION CHAMBER

ALPOLIC

SYPHONIC RAINWATER PIPE 1MM THICK WATERPROOF MEMBRANE ABOVE SCREED

RL +238.30 ROOF EDGE BEAM (600W*600D) CONC

PT BAND BEAM (PRIMARY) BB1 (2400W*600D) CONC CONCRETE COLUMN C1 (600*600MM) CONC LOUVRECLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1

OUTRIGGER TRUSS

8400

PC-2 CONCRETE COLUMN C1 (600*600) CONC

A4.2

A4.2

3

3

2 A4.2

4MM THICK ALUCOBOND FLASHING PANEL

900

RL +229.90 MECHANICAL FLOOR 4

ROOF PARAPET & TOP MECHANICAL FLOOR ELEVATION

2

SCALE 1:50

ROOF PARAPET AND TOP MECHANICAL FLOOR SECTION SCALE 1:50

A4.1

2 A4.1

PRIMARY BEAM BB1 (2400W*600D)

PT BAND BEAM (TYPICAL) BB2 (2400W*400D)

CONC

CONC

BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK

1650

1 A4.1

75

BMU TRACK 75*75*10 EA

CONCRETE COLUMN C1 (600*600MM)

2500

CONC

APOLIC

3

ROOF PLAN

A4.1

SCALE 1:50

5 A4.1

GL-1C 2 A4.1

GL-2C CONC PC-1

BMU SHED

PC-2 AN-1 AN-2 4 A4.1

KEY PLAN

ALPOLIC

SCALE 1:500

ROOF 3D NOT TO SCALE

MATERIAL SPECIFICATION 4500*2000mm Laminated Glass Panel 30mm(clear) (Supplier: Pilkington) Glass Mullion (Light Blue)/ 4500 Span/10000mm Height|300mm depth (Supplier: Pilkington) Troweled Finish (Supplier: VicMix) Power Coat Finish Steel (Matt Black) (Supplier: Dulux) Power Coat Finish Steel (Satin White) (Supplier: Dulux) Aluminium (Matt Black, Anodised, 15 Micron) (Supplier: Universal Anodiser) Aluminium (Stain White, Anodised, 15 Micron) (Supplier: Universal Anodiser)

ALPOLIC FR 4mm thick 1270 W*2489L (Solid off-white)

INS-1

UNDER COVER

Detailed Design - Roof Parapet/Crown Levels

(Supplier: VisionClad) Thermal Insulation R2.5 140mm (Supplier: Bradford)

3 DEGREE FALL

4MM THICK ALUCOBOND PARAPET FLASHING MARINE GRADE PLYWOOD SUBSTRATE ALPOLIC

BMU POSITION AT MAXIMUM EXTENSION ON RAILWAY TRACK

2MM THICK ALUMINUM FLASHING PANEL 1 MM THICK WATERPROOF MEMBRANE FIRE STOP

1MM THICK WATERPROOF MEMBRANE ABOVE SCREED 150MM WEARING SLAB

BMU TRACK 75*75MM EA 10MM THICK

CONC

LYSAGHT TOPSPAN® 61

120MM PT SLAB CONC 250 MM CONCRETE UPSTAND

CEMENT SCREED AT 1:100 FALL TO DRAINAGE INSPECTION CHAMBER WET SEALANT JOINT DRAINAGE

PT BAND BEAM (PRIMARY) BB1 (2400W*600D)

HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (100*100 EA 12 MM THICK)

CONC

EDGE BEAM EB (600W*600D)

HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (65*65 MM EA 8 MM THICK)

CONC

OUTRIGGER TRUSS PC-2

SYPHONIC RAINWATER PIPE

CONCRETE COLUMN C1 (600*600 MM) CONC

LOUVRE CLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1

LOUVER SUPPORT FRAME (100*100 SQUARE HOLLOW SECTION) AN-1

OUTRIGGER TRUSS PC-2

1

2off M16*60 4.6 GRADE JC JORDAHL T-BOLTS, WITH NUT WASHER & SPRING WASHER TO SUIT

A4.2

ROOF PARAPET SECTION SCALE 1:10

CONCRETE COLUMN C1 (600*600) CONC

LOUVER SUPPORT FRAME (100*100 SQUARE HOLLOW SECTION) PC-1

LOUVRE CLAD CHEVRON VENUS SERIES PANEL SYSTEM AN-1

BELT TRUSS PC-2

OUTRIGGER TRUSS PC-2

MECHANICAL FLOOR LOUVER CONNECTION

3

SCALE 1:10

A4.2

4MM THICK ALUCOBOND PARAPET FLASHING 20MM MARINE GRADE PLYWOOD SUBSTRATE

HEAD DEFLECTION DETAIL ACCORDING TO ENGINEERS SPECS (65*65 MM EA 8 MM THICK)

3 DEGREE FALL

FLASHING

CONCRETE UPSTAND

150*100 MM (12MM THICK) L METAL BRACKET WITH FIXING ANCHOR BOLT TO CONCRETE UPSTAND

CAT WALK

RL +229.90

FIXING L-BRACKET VAPOUR BARRIER FIRE STOP

EDGE BEAM EB (600W*600D) GL-1B

THERMAL INSULATION R2.5

TRANSOM

MECHANICAL DAMPER

STACK JOINT GL-1A

EDGE SUPPORT FRAME

GL-2A

LOUVER

BLIND PELMET

AN-2

Detailed Design - Roof Parapet/Crown Levels

SUSPEND CEILING

2

MECHANICAL FLOOR CONNECTION

A4.2

SCALE 1:10

ANNOTATIONS 1

2

Roof Sheets and FIxtures 1a. Roof sheeting: Zincalume Lysaght Kliplock 406 (BMT 0.48mm) with 18mm thick Plywood backing (Design Load: 2*250kg per span).

The roof sheet has 406mm coverage with overlapping rib and underlapping rib. The roof sheets are overlapped and bolted (using a clip) to prevent moisture coming into the roof structure through the gap between two sheets. All the sheets are located towards prevailing weather for wind resistance and galvanised for rust protection.

1a. KL65 Clip. This fixing clip is used to fix KLIP-LOK 406 to steel or timber supports without puncturing the sheet, which helps to keep the straight lines of roof remain smooth without exposed fasteners.

1b.18mm ply backing: It is used under the roof sheet to provide a surface for roof sheet to be fixed using clip.

BM and VPM: Considering the proximity of Yarra river (high moisture content), breather membrane (BM) and Vapour Permeable Membrane (VPM2) are applied to all areas of roof sheet over plywood lining.

2a. VPM2: VPM2 prevents the entry of liquid water and dust from outside but it allows water vapour to pass through it.

2b. BM: The breather membrane is water-resistant (as well as snow, dust and so on) but air-permeable, which is used to prevent condensation and allows air to circulate. BM can also act as a wind barrier to restrict the movement of air through the wall.

3

100mm Permastop (R(m)2.5) building blanket: with heavy duty foil sisalation adhered The roof insulation is used to slow the heat transfer in roof area. The insulation is installed with 75mm 'Roof Rack' thermal spacer installation system. The insulation spacer is applied between the roof structure and the external membrane to create the space required for insulation blanket to recover to its 100mm full nominal thickness between purlins.

4

Wire Safety Mesh: The dimension of wire safety mesh is 100*115*1.25mm. It is installed under insulation layer and is used to provide fall protection for roof installers and offers long-term fall protection for repair workers and maintenance. The safety mesh is installed with 15mm lag between purlins to allow insulation to recover to 100mm nominal depth.

5

Folded Colorbond Flashing: The roof flashing is installed for achieving a watertight roof. It can effectively prevent rain water from running down and entering the building.

6

Custom Folded Aluminium Capping: The capping is custom folded to ensure the detail is matched and maintained. It is placed on the gap between roof and claddings. It can not only work as an edge finish layer but also prevent the unwanted elements such as water and dust into the building. It is intalled with a silicon seal.

6a. Packer is bolted to capping ang then bolted to a steel studs to hold the capping in right place.

7

Packer: the packer is placed between the roof ply backing and column SC9(150UC23), which is used to fit the 5-degree pitched roof to the flat top of column. The packer is fixed with SC9 top plate by bolting.

8

Wall Girt: the wall girt is connected to the universal column SC9 (150UC23) The cleat plate is bolted on the bottom of wall girt and it is welded to SC9. It is used fixed the cladding with EW11.

8a. Packer is bolted on the top wall girt and then it is fixed to a steel stud, which is used to hold the wall girt in right space.

8b. Adjustable girt hanger It is primarily used to assist in alignment and stabilization of fascia beam (FB26). The wall girts are attached to a slotted channel in the girt bridging assembly.

9

Two Universal Column SC9: Type-150UC23 Hot Rolled. The column is fixed to R.C. beam 1B37 by 12 base plate on 20 NOM. GROUT (4M20 chemset anchor with 100 edge distance and 150 embedment). The top of it is fixed to the roof ply backing by bolting to a packer with 5 degree pitched top(detail 1). It is a structural column which is used to transfer the load from roof to 1B37.

10

EW11- External wall with MC1 Cladding 10a. MC1 Cladding System: MC1 cladding is installed with a water-proof membrane (Galvanised sheet for rust protection: 0.3 BMT Bluescope Zincalume G300) and a rain-screen (5.0 mm thick flat aluminium sheet with 1,0mm pre-weather Anthra Zinc insert), which is used to prevent moisture come into the building though the cladding. MC1 cladding system is fixed to the wall girt by double layers of top hats.

10b. Steel Studs: 150mm steel studs. The steel studs are welded to top and bottom plates to hold a space for EW11. FB26 is fixed with the top plate by bolting. All the steel studs for external wall is cold formed framing.

10c. Wall Bracing: WB1-75*8 MS Plate (Mild Steel Plate- Mild steel has good ductility and malleability.) It is used for lateral resistant, which is important in earthquake resistant and wind resistant. The wall bracing is fixed to the column by using 12 cleat plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is welded to column SC9 by 6 mm wide continuous fillet weld and use 2M20 bolts to fix cleat with WB1.

10d. Noggings: A mistake of wall bracing can be seen in the construction photo-THE WALL BRACING GOES THORUGH THE WALL STUDS BY CUTTING THE STUDS, WHICH CAN WEAK THE STRENGTH OF WALL STUDS. Therefore, noggings are placed between the wall studs (fixed to the studs by welding) to increase the stiffness and strength and offer rigidity to a framework.

11

EW23(150+50mm steel studs) to FB24(250PFC) Connection The 200mm steel top plate sits on the top of EW23 is welded to the steel stud. Fascia beam FB24 is bolted to the steel top plate and covered by MC3 cladding system.

ANNOTATIONS

1

2

Universal Column SC9: Type-150UC23. The column is fixed to R.C. beam 1B37 by 12 base plate on 20 NOM. GROUT (4M20 chemset anchor with 100 edge distance and 150 embedment)(Detail 1). It is a structural column which is used to transfer the load to 1B37.

Metal Cladding MC1 (with 5-degree rotation to fit the inclined window): Aluminium Sheet Panel. MC1 cladding is installed with a water-proof membrane (Galvanised sheet for rust protection: 0.3 BMT Bluescope Zincalume G300) and a rain-screen (5.0 mm thick flat aluminium sheet with 1,0mm pre-weather Anthra Zinc insert), which is used to prevent moisture come into the building though the cladding.

2a. Wall girts- the wall girt is connected to the universal column SC9 or 1B37 with cleat connection. It is used to connect the cladding system with the EW11.

2b. Top hats-22 top hats (run horizontally) and 44 top hats (run vertically) with mid span are used to fix the wall girts to MC1. The top hats are fixed to wall girts by cleat.

An aluminium backing plate is mechanically fixed between the top hats and cladding system.

2c. Aluminium backing plate: It is fixed to the cladding with a VHB tape in between. The backing plate is used to provide stiffness and rigidity by using friction force.

2d. Custom folded Z section: It is used to fix the gap between two panels of MC1, which is contributes to both waterproof and aesthetic (hiding the structures behind the cladding). The flat part of this Z section is cleated to 40 top hats. Z section is connected to a piece of ply backing with MC1 infill and 20*20 packer.

2e. Weather proof membrane: it is used to prevent moisture from coming into the building (It is a response to the proximity to Yarra river.)

3

150mm steel studs: They are main structural elements of EW11.

4

Insulation- IN1- 110mm Thick Soundscreen: Acoustic insulation is used on the exterior wall to prevent the unwanted noise into the house.

5

12

FB24( FB24 cleat welde use 2

13

FB26( FB26 cleat welde use 2

14

Purlin Fascia struct struct BOLTS

15

Purlin Purlin purlin erect

16

Sag R saggi used angle tion w the lo

16

Braci is imp wind colum 2M20 place

18

Move The ro east p umnscleat 6CFW SC9 b depth 6CFW 18a for rus 18b stiffen 18c

9

Windo place

10

Double ble-gla

11

Sarkin insulat moistu

12 13 14

Univer load tr

15

Double a bath board preven

16

Insulat vent th wall.

Reinfo N16 re 50mm has a j surface

17

18

19

Plasterboard wall lining: 13mm plasterboard.

6

FC1(Fibre cement sheet): The 6mm fibre cement sheet is used on wet area lining, which is used for waterproofing (considering the proximity to Yarra river). It is installed with Flush joints and square set corners.

7

Folded aluminium sill trim: The sill trim is located under the MC1 sheets, which is used to hold pieces in place and slope downward to drain water.

8

Cladding MC3: VM Zinc. MC3 is installed with VM Zinc Flat Lock Seam Panel System, which means overlapping the panels for waterproofing.

8a In this part, MC3 is fixed on a ply backing and framing, and then the backing is fixed to the window jamb. A waterproof membrane is placed between backing and window jamb, which is used to prevent moisture come into the building.

(Detail 2) 8b In this part, the MC3 cladding is fixed to an inclined packer (5 degree slope), and then the packer is fixed the 1b37 by cleated top hats. the packer is used to fill the gap between inclined MC3 and vertical beam surface.

8c In this part, MC3 is fixed to EW23, and in the corner, it is fixed to the other window jamb with a flashing lap into the window jamb.

Insulat the ex house 51mm

20

Tendo This te strand post-te It is use strand grout in the the te

Groun This be 40Mpa with R1 area, G the FF. eleme tion wi are be ments transfe founda First Flo The reb there i incline surfac

07 Construction: Case Stud

Bachelor Construction Design, University of Melbourne, 2019 Semeste

The case study ‘Glass House’ is a multiple-functional centre for local football clubs located in Collingw model are used to reveal the construction technology and d

4

(250PFC) to SC9 Connection (250 PFC) is fixed to the Column SC9 (150UC23) by using 12 t plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is ed to column SC9 by 6 mm wide continuous fillet weld and 2M20 bolts to fix cleat with FB24.

2b 2a

3

(250PFC) to SC9 Connection (250 PFC) is fixed to the Column SC9 (150UC23) by using 12 t plate, 6CFW 2M20 8.8/S BOLTS (TYP.). The 12 mm thick cleat is ed to column SC9 by 6 mm wide continuous fillet weld and 2M20 bolts to fix cleat with FB26. (detail 2)

1b

1a

1c

ns to FB25 Connection a beam FB25 can not only works as a fascia to cap the roof ture, but also can supported the purlins. FB25 is a primary ture and the purlins are fixed to FB 25 with 6CFW 2M20 8.8/S S (TYP.).

ns bridging: 3 rows bridging ns bridging is installed to enhance n performance and to assist with the tion of roof sheeting.

11 12

Rods: Sag rods are used to prevent the ing of an open-web steel joist that is as a purlin with its depth at right es to a roof slope. It is used in connecwith purlins to take the component of oads which is parallel to the roof.

ing: It is used for lateral resistant, which portant in earthquake resistant and resistant. The bracing is fixed to the mn by using 12 cleat plate, 6CFW 0 8.8/S BOLTS (TYP.). The bracings are ed in the holes on beams.

Exploded Roof Layers

9

14 5

RL 14.75- TOP OF SOUTH PARAPET

6a

ed-in roof truss and column SC9 (to show the load path) oof truss RT12 and another SC9(150UC23) are moved from the part to show the load path (roof sheet-purlins-roof truss-col-footings-foundation). Purlins are fixed to the roof truss by a welded with roof truss. The 8-cleat plate is fixed to purlins by W 2M12 4.6/S BOLTS (TYP.). The roof truss is fixed with column by 12 cleat plate,6 CFW 5M20 8.8/S BOLTS (TYP.). 12 thick full h stiffeners are welded between two flanges of column by W on both sides. a. Top plate of Roof Truss-150UC30 It is hot rolled and galvnised st protection. b.Stiffener are secondary plates attached to SC9 flanges to n them against out of plane deformations. c. Bracing- 90EA It is used for lateral resistance of roof truss.

8b

8

10b

18a 18b

10c

18c 6

10a

10d

J 4

3

18

16 2e

15

14 2d 13

ow sill: It is used to hold window jambs in and slope downward to drain water.

12 1

10

ng: It is installed in EW23 to make the tion work more efficiently and prevent ure or dust to come in.

2b

11

tion-IN1- 110mm Thick Soundscreen: It is used on xterior wall to prevent the unwanted noise into the e. m steel studs: They are structural members for EW23.

8c

FFL RL 8.25- LEVEL1

2

5

6

e glazed window: The window is douazed with a packer in between.

rsal Column 150UC23: It is a primary structure using for ransfer.

7

6

2c

8a

e-layer 13mm water proofing plasterboard: This area is hroom, so it is easy to get wet. The waterproof plasterds are applied to WT31A (both inside and outside to nt the moisture come through the wall.

tion-IN2- 88mm Thick Soundscreen：It is used to prehe toilet or water pipe noise from coming through the

orcement for 1B35: N12 300 CTS ligature with 3 layers of einforcement bars. The concrete cover of this beam is m and concrete strength is 40Mpa and the reinforcement joint to prevent the ligature from touching the concrete e and even being exposed.

CL RL 6.95- LEVEL0

ons for post-tensioned concrete: endon contains 4 Dia. 12.7mm ds and be placed in the ensioned concrete slab/beam. ed to apply tension force to the ds. After everything is tensioned, is poured in via the tubes shown diagram below to help anchor endons in place.

nd floor structural column:C40. earing capacity of this column is a, and the reinforcement of it is 8N20 10ligature@300CTS. For this chosen 2*2 GF has no structural element to support . This column is the nearest structural ent, so it is moved to show the connecith FF beam. The reinforcement bars ent to connected with the reinforceon 1B56, then the loads of FF can be erred to GF and then to the footing and ation by this column. oor Beam 1B36 Rebate: beate is cut to fit the window in and is a packer put on the rebate to fit the ed window with horizontal rebate ce.

8b 9

20

2a 17 19 This GF column is moved from orginal position to show the load path and connection with 1B56.

Peel Line 2

J 6 Peel Line 1

7

18

This tendon is moved from orginal position to show the form.

dy: ‘Glass House’ Analysis

er 1| Individual Work |Studio Leader: Michael Gerard Collins

wood, which is designed by Croxon Ramsey Architects. The axonometric drawing and the 1:25 detailed design of a 4m*6m section of this building.

Legends:

Welded Connection

H

08 Reflection: AA Visiting Sch

AAVS Chengdu, 2019, July| Group Work: Responsible for 3D modeli

The workshop emphasizes the public life of the city of Chengdu. The Mirage pavilion is built in Luxelak it to be merged within the context, celebrating

Mirage Pavilion - Under Constrcution

hool Chengdu - The Mirage

ing, Rendering and Construction|Studio Leader: Stewart Dodd

kes Art Exhibition Centre, Chengdu, China. The reflective surfaces installed on the pavilion allow public realm and the beauty of nature.