Page 1

Assignment ABPL 90118 Applied Construction Final Assignment

Design A Development Report

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Thomas Lo 359106 Lawrence Rocha Lucas Koleits 297120

Applied Construction ABPL 90118

Class Tute 16 Group D


DESIGN DEVELOPMENT PROPOSAL WITH KEY ENVELOPE DETAILS FOR A FREE-STANDING TALL OFFICE BUILDING LOCATED IN IN MELBOURNE CBD


Design Development Proposal with Key Envelope Details for a Free-Standing Tall Located in a Hypothetical Site in Melbourne CBD Team Members: Thomas Lo Lawrence Rocha Lucas Koleits Contents Part 1 – Report Stacking Strategy Structural Concept Envelope Concept Part 2 – Concept Drawings A1.1 Stacking: Plans and Section A1.2 Stacking: Model and 3D Views/Diagrams A2.1 Structure: Plans and Sections A2.2 Structure: Model and 3D Diagrams A3.1 Envelope: Typical General Arrangement A3.2 Envelope: Model and 3D Views/Diagrams Part 3 – Key Envelope Details A4.1 Lobby Façade: General Arrangement A5.1 Lobby Façade: Details A4.2 Typical Floor: General Arrangement A5.2 Typical Floor: Details A4.3 Parapet: General Arrangement A5.3 Parapet: Details


Stacking Formular

Core

22-33 5 lifts

33-44 5 lifts

11-22 6 lifts

B3-11 6 lifts

v

Service Core “Lambo”

Separated small lobbies

Service Core “Metrabolist”

Form Making

Mechanical Floors

Divide into 5 Equal Cubes

3m Cantilever for Form Making and Passive Sun Shading

Chamfered Corner to Enhance Form and Reduce Extra GFA Created By Cantilever

Grid System

3 Meters Grid

(Basement)

(Basement)

Mechanical Floors arrangement 45

42

Stacking Strategy Stacking Formula plate of how we were to approach the stacking. Form Making

Grid System

Core -

Mechanical Floors

ground.

Stacking Report by Thomas Lo


Construction Structural Report Resisting vertical loads Load paths The vertical column and core are the key paths for vertical loads. The building’s core has been placed at the average centre of gravity for the entire building. This is not optimal for each cantilevered the foundations. Column optimization

-

umn size. Eccentric loads

naly to the building assists in redistributing the lateral forces generated by the eccentric load.

-

Lateral loads

separate sections which would enact a force on a few discrete sections within the building.

-

the rotational stability of the structure. Centre of gravity

separate sections which would enact a force on a few discrete sections within the building. Aspect ratio

mum recommend aspect ratio.

-

Shear Lag

Steel diagrid

-

Structural Report by Lucas Koleits


420000

Roof

ROOF

229200

Lift Core Legend

Level 43 224600 Level 42

17700

220000

Sky Rise Floors (33 - 43)

Level 41 215400 Level 40 210800

High Rise Floors (24 - 33) 8000

450000

12000

Level 39 206200 SKYRISE LEVELS

Level 38

Medium Rise Floors (12 - 23)

201600 Level 37 197000 Level 36

Low Rise Floors (1 - 11)

192400

12000

Level 35 187800

Service Lifts (All floors)

Level 34 183200 Level 33 178600

Sky Rise Floors (10 floors)

Mechanical Floor

2 GFA: 1932 m

Mechanical Floor

MECHANICAL FLOORS

174000

169400 2 NLA: 1716.27 m

Level 32 164800

Efficiency: 88.8%

Level 31 160200 Level 30

450000

Level 29

12000

151000

8000

20000

Level 28 146400 Level 27

20500

HI-RISE FLOORS

141800 Level 26 137200 Level 25

420000

12000

8000 12000

132600 Level 24

12000

128000 Level 23 123400 Level 22

229200

12000

12000

118800 Level 21 114200 Level 20

Atlerative orientation

109600 Level 19

High Rise Floors (11 floors)

105000 MEDIUM RISE FLOORS

Level 18

GFA: 1932 m 2

100400

NLA: 1652.27 m 2

Mechanical Floor 95800

Efficiency: 85.5%

Mechanical Floor 91200 Level 17 86600 Level 16

12000

82000

00

17000

0

77400 Level 14

20

20000

8000

Level 15

72800 Level 13 68200 Level 12

12000

MECHANICAL FLOORS

63600

8000

Level 11

12000

12000

59000 Level 10 54400 Level 9

12000

12000

49800 Level 8 45200 Level 7 40600

Atlerative orientation

Level 6

LOW RISE FLOORS

36000

Medium Rise Floors (11 floors)

Level 5 31400

2 GFA: 1932 m

Level 4

NLA: 1588.27 m

26800 Level 3

Efficiency: 82.2%

22200 Level 2 17600 Level 1

12000

13000

8000

LOBBY

GROUND FLOOR 0 UNDERGROUND PARKING 1 -3000 UNDERGROUND PARKING 2 -6000 UNDERGROUND PARKING 3 -9000

12000

8000 12000

Assignment 1: Stacking Excercise

12000

12000

12000

Drawing

A1.1

Atlerative orientation

Low Rise Floors (3+10 floors) 2 Assignment GFA: 1932 m

1: Stacking

2 NLA: 1524.27 m

Efficiency: 78.9%

Typical Floor Plates

A 1.1

Date: 19/06/2014

Date: 22/03/2014

Section, Floorplates 1:500 Tutor: Chris Membrey

Drawn by: Lawrence Rocha Applied Construction Drawn by: Lucas Koleits ABPL 90118 Lucas Koleits, Lawrence Rocha, Thomas Lo Thomas Lo

Class

Tutor: Chris Membrey

Tute 16 Group D

Applied Construction ABPL 90118 Semester 1, 2014


75 SUMMER SOLSTICE 29 WINTER SOLSTICE

WEST SUN BLOCKED BY THE VERTICAL ELEMENTS

UNITISED FACADE SYSTEM

FLOOR PLATE UNITS CONNECTORS

PRECASTED STEEL PLATES WITH BOLTS

PVS

FLOOR PLATE

structure of the building. The build:

-

Structure:

helf to evenly disperse the paths forces take. Design:

-

-

Facade Report by Lawrence Rocha


Stacking Concept Sketch

Stacking Concept Model

Stacking Concept Sketch

Drawing #

A1.2

Date: 22/03/2014

Assignment 1: Stacking

A 1.2 Typical Floor Plates

Date: 19/06/2014

Drawn by:

Drawn by: Lawrence Rocha Lucas Koleits Thomas Lo

Tutor: Chris Membrey Applied Construction ABPL 90118

Tutor: Chris Membrey

Class

Applied Construction ABPL 90118

Tute 16 Group D


A 6000

6000

6000

6000

6000

6000

PB4

PB4

PB4

SB2

PB4

SB1

PB2

PB3

PB2

Length

PB3 B

EB

B

PB2

PB1 PB2 PB3 PB4

Engtruss 450 Posi-strut Engtruss 450 Posi-strut Engtruss 450 Posi-strut Engtruss 450 Posi-strut

8000 12000 11200 12000

SB1 SB2 SB3

Engtruss 450 Posi-strut Engtruss 450 Posi-strut Engtruss 450 Posi-strut

12000 11200 8000

EB

610 UB 101

Variable

J

Stramit 450 open web joist

Variable

1300

PB3

SB3

PB1

PB1

SB3

PB1

PB3

PB1

PB2

Typical floor framing plan, low rise (level 7) Scale 1:200

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

1

1

A4.2.3

A

A B

1 A4.2.2

C D E F

1

G

A4.2.1

H I J K

1

L

A4.2.2

M N O P Q R S T

1300

U V W X Y Z AA BB

Typical floor plan, low rise (level 7) Scale 1:200

CC DD EE

Assignment 2: Structure

A 2.1

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha Lucas Koleits Thomas Lo

Applied Construction ABPL 90118

Class Tute 16 Group D


600X600mm CORNER COLUMNS

600X600mm BRACING

600X600mm COLUMNS

600X600mm LOAD TRANSFER COLUMNS

SECTIONS

LOAD TRANSFER DIAGRAM

FORCE

UB

DUCT CORE 700mm DEPTH TRUSS

PRIMARY STRUCTURE 600X600mm BRACING

150mm BONDEK

SECTION A-A SCALE 1:100

SECONDARY STRUCTURE 600X600mm COLUMNS

FLOOR PLATES

SECONDARY BRACING

UB

STEEL EXTERIOR FRAME TUBE

CORE

The main structure of the building will be comprised of a diagrid that acts as

700mm DEPTH TRUSS

the redistribution of forces from the 3 meter cantilevers that the building has every 10 floors. Between cantilevered

150mm BONDEK

600X600mm BRACING

transfering the force back to the diagrid structure on the section of the building

SECTION B-B SCALE 1:100

Assignment 2: Structure

A2.2

Assignment 2: Structure

A 2.2

Date: 05/04/2014 Tutor: Chris Membrey Drawn by: Applied Construction Lawrence Rocha Date: 19/06/2014 Tutor: Chris Membrey ABPL 90118 Thomas Lo Drawn by: Lawrence Rocha Applied Construction Lucas Koleits Lucas Koleits Thomas Lo

ABPL 90118

Class Tute 16 Group D


Section and Elevation (Top of tower)

Section Collage

Elevation, West side

Hovering Perspective

Diagrid over cantilever

Model Interior Diagrid over flat side

Split Model

Construction Process

Assignment 2: Structure

A2.3 A 2.3

Assignment 2: Structure

Model Constructions

Construction model photographs

Date: 05/04/2014 Date: Drawn by:19/06/2014 Drawn by: Lawrence Rocha Lawrence Rocha Koleits Thomas Lo Lucas Thomas Lo Lucas Koleits

Tutor: Chris Membrey Tutor: Chris Membrey

Applied Construction Applied Construction ABPL 90118 ABPL 90118

Class Tute 16 Group D


PASSIVE SHADING SYSTEM

1 2 3 4 5 6 7 8 9 10111213141516171819202122232425262728293031

FFL 230.000

Our system is composed by a unitised shading skin. This skin is attached to the main diagrid structure of the building. Thanks to its diamond like pattern, the shading system performs well for north, east and west sides, blocking the unnecessary summer heat and allowing winter heat to penetrate the building. These shades are made out powder coated steel in a variety of colours.

Level 44 FFL 225.400 Level 43 FFL 220.800 Level 42 FFL 216.200 Level 41 FFL 211.600 Level 40 FFL 207.000 Level 39 FFL 202.400 Level 38 FFL 197.800 Level 37 FFL 193.200 Level 36 FFL 188.600 Level 35 FFL 184.000 Level 34 FFL 179.400 Level 33 FFL 174.800 MECHANICAL FLOOR

ACTIVE SYSTEM PV’S

FFL 170.200 MECHANICAL FLOOR FFL 165.600

Our active system will be photovoltaic (PV) panels that are placed on both sides of the shading. Thanks to its angle, the PV panels can obtain an optimum amount of energy from sunlight.

Level 32 FFL 161.000 Level 31 FFL 156.400 Level 30 FFL 151.800 Level 29 FFL 147.200 Level 28 FFL 142.600 Level 27 FFL 138.000 Level 26 FFL 133.400 Level 25 FFL 128.800 Level 24 FFL 124.200 Level 23 FFL 119.600 Level 22 FFL 115.000 Level 21 FFL 110.400 Level 20 FFL 105.800 Level 19

SHADING SECTION

Section

FFL 101.200

Scale 1:100

Level 18

S

FFL 96.600 MECHANICAL FLOOR FFL 92.000 MECHANICAL FLOOR FFL 87.400

2000mm

Level 17

W

The summer sunlight is blocked by the shades, while the winter sunlight penetrates the building envelope efficiently.

FFL 82.800 30

Level 16 FFL 78.200 Level 15 FFL 73.600 Level 14 FFL 69.000 Level 13 FFL 64.400 Level 12 FFL 59.800 Level 11 FFL 55.200 Level 10 FFL 50.600 Level 9 FFL 46.000 Level 8 FFL 41.400 Level 7 FFL 36.800

Edge Beam Steel Plate Steel anchor

Level 6 FFL 32.200 Level 5 FFL 27.600 Level 4

PV

FFL 23.000 Level 3 FFL 18.400

Power Coated Steel Encasement

Level 2 FFL 13.800 Level 1 FFL 9.200 LOBBY 2 FFL 4.600

GROUND FLOOR

Steel anchor Edge Beam Cable Managment PV

UNDERGROUND PARKING 1

Steel Shell

LOBBY 1 FFL 0.000 FFL -3.000 FFL -6.000 FFL -9.000 FFL -12.000

UNDERGROUND PARKING 2 UNDERGROUND PARKING 3 MECHANICAL FLOOR

1

North Elevation

Plan Section Detail

Section Detail 1:500

1 : 500

Assignment 2: Structure

A3.1 North Elevation 1:500 & Diagrams Assignment 3: Facade

A 3.1

Date: 05/04/2014 Drawn by: Lawrence Rocha Thomas Lo Lucas Koleits Date: 19/06/2014 Drawn by: Lawrence Rocha Lucas Koleits Thomas Lo

Tutor: Chris Membrey Applied Construction ABPL 90118 Tutor: Chris Membrey Applied Construction ABPL 90118

Class Tute 16 Group D Class Tute 16 Group D


MODEL PHOTOS

OVERALL PASSIVE SHADING SYSTEM

Assignment 2: Structure

A3.2 Facade Physical Model Photos 3D Assignment Model3:and A 3.2

Date: 05/04/2014 Drawn by: Lawrence Rocha Thomas Lo 19/06/2014 LucasDate: Koleits Drawn by: Lawrence Rocha Lucas Koleits Thomas Lo

Tutor: Chris Membrey Applied Construction ABPL 90118 Tutor: Chris Membrey Applied Construction ABPL 90118

Class Tute 16 Group D Class Tute 16 Group D


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

A B C D E F G H I J K L M N O P Q R S T U V A

W X Y Z AA BB CC DD A

EE

GROUND FLOOR GROUND FLOOR

1 A4.1.1 SCALE 1:250 1 : 250

2

1

2

VIEW FROM VIEW FROM THE THE LOBBY LOBBY ENTRANCE ENTRANCE

A4.1.1

X

GLASS FACADE MULLIONS

Y

Z 18mm GLASS FACADE

FACADE SHADING AND PV SYSTEM

AA UNIVERSAL I BEAM ENCASED IN FIRE PROOF CONCRETE

BB

RECEPTION DESK

CORE

CC

AUTOMATED REVOLVING DOOR

DD

AUTOMATIC SLIDING DOOR FOR DISABLE ACCESS AND AFTER HOUR ENTRY / EXIT

EE

A

STRUCTUAL DIAGRID MULLIONS

A4.1.2

EXTERIOR STONE FLOOR TILES

3

PARTIAL GROUND FLOOR LOBBY ENTRANCE PARTIAL GROUND FLOOR LOBBY ENTRANCE

3

SCALE 1:50 1 : 50

A4.1.1

Assignment 4: Design Development Part 1

A 4.1.1 Lobby Plan and 3D View

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha

Applied Construction ABPL 90118

Class Tute 16 Group D


1 A 4.1.3

150mm CONCRETE SLAB ON BONDEK

UNIVERSAL I EDGE BEAM

450mm WEB TRUSS

GAP FOR GLASS UNITS OF ABOVE FLOORS CEILING BATTEN

18mm LAMINATED SAFETY GLASS

FACADE SHADING SYSTEM WITH PVs

CORE WITH TIMBER CLADDING

DIAGRID CONNECTION SYSTEM

PELKINGTON GLASS SUPPORT TO STRUCTURE

WELDED EDGE TO MULLION

PENDANT LAMP

CROSS MULLION

STEEL COLUMN

1200mm RECEPTION DESK

AUTOMATED REVOLVING DOOR

1200X600mm FLOOR STONE TILES WITH ANTI SLIPAGGE

1

SECTION A-A LOBBY SECTION A-A

1 SCALE1 :1:100 50

A4.1.2

Assignment 1: Design Development Part 1

A 4.1.2 Detail Sections

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha

Applied Construction ABPL 90118

Class Tute 16 Group D


150mm CONCRETE SLAB

BONDEK UNIVERSAL SECONDARY I BEAM 450 WEB TRUSS

L STEEL PLATE

200 PURLING

INSULATION

1250X600mm ALUCOBOND POWDER COATED METAL SHEETING

12mm A GRADE RUSSIAN BIRCH PLYWOOD VERTICAL MULLION

CEILING BATTEN

8/1.52/8mm HEAT STRENGHTHENED LAMINATED SAFETY GLASS

PILKINGTON PLANAR SG 902 TO STRUCTURE

PELKINGTON GLASS SUPPORT

REAR COLUMN

REAR DIAGRID

REAR DIAGRID FACADE

STEEL PLATES WELDED TO CREATE A CLEVIS

HORIZONTAL MULLION

1 A4.1.3

GROUND FLOOR DETAIL

1SCALE11:20 : 20

Assignment 4: Design Development Part 2

A 4.1.3 Section Detail

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha

Applied Construction ABPL 90118

Class Tute 16 Group D


12mm A GRADE RUSSIAN BIRCH PLYWOOD

1250X600mm ALUCOBOND POWDER COATED METAL SHEETING

UNITISED FACADE SYSTEM

MULLION

DIAGRID STRUCTURE

8/1.52/8mm HEAT STRENGHTHENED LAMINATED SAFETY GLASS

CENTRAL CORE WITH TIMBER CLADDING

AUTOMATED REVOLVING DOOR

AUTOMATED SLIDING DOOR (DISABLED ACCESS)

TIMBER CLADDED RECEPTION DESK

50mm TRAVERTINE FLOOR

11

LOBBYRECEPTION RECEPTION AREA VIEW LOBBY AREA VIEW

A5.1.1

8/1.52/8mm HEAT STRENGHTHENED LAMINATED SAFETY GLASS STEEL TUBE TO CREATE A BRACING

1

2

A 5.1.2

A 5.1.2

STEEL PLATES WELDED TO CREATE A CLEVIS SG 902 FITTING

BOLT

PACKING SHIMS

SILICONE SEALANT 80X80X8mm SPRINGPLATE

185X65mm STEEL COLUMN

WELDED STEEL PLATE EDGE BOLT

A

8/1.52/8mm HEAT STRENGHTHENED LAMINATED SAFETY GLASS

A

PLAN SECTION A-A PILKINGTON PLANAR TO

SECTIONPLAN A-A PILKINGTON PLANAR TO STRUCTURE PLAN DETAIL 22 PLAN STRUCTURE DETAIL 13000

A5.1.11:2 SCALE 1:2

8/1.52/8mm HEAT STRENGHTHENED LAMINATED SAFETY GLASS

WELDED STEEL PLATE EDGE

100mm EXTERIOR TRAVERTINE PAVING

SILICONE SEALANT

50

185X65mm STEEL COLUMN

80

FIXING LUGG

A 5.1.1

75mm CEMENT SCREED

PACKER CONCRETE BASE WITH A 1:100 SLOPE

GROUND FIXING BOLTS

WATERPROOFING

CONCRETE

FALL

3

3

WINDOW FRAME (ALUMINIUM CHANEL)

LOBBY GLASS TO CONCRETE BASE 3 LOBBY GLASS TO CONCRETE BASE

A5.1.11:5 SCALE 1:5

Assignment 5: Design Development Part 2

A 5.1.1 Detail Sections

4

LOBBY SECTION 4LOBBY SECTION

A5.1.1 1:50 SCALE 1:50

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha

Applied Construction ABPL 90118

Class Tute 16 Group D


150mm CONCRETE SLAB

FOR FLOOR FINISHES PLEASE REFER TO THE INTERIOR DESIGN PACKAGE

BONDEK

450 WEB TRUSS

450 WEB TRUSS

L STEEL PLATE

L STEEL PLATE

460 UB 74 SECONDARY BEAM

CEILING BATTEN 200 PURLING

BOLTS

L STEEL PLATE

INSULATION SUSPENDED CASSETTE

10mm MDF BLACK

12mm A GRADE RUSSIAN BIRCH PLYWOOD

1250X600mm ALUCOBOND POWDER COATED METAL SHEETING

WELDED STEEL EDGE TO COLUMN 18mm LAMINATED SAFETY GLASS 185X65mm STEEL COLUMN

PILKINGTON PLANAR SG 902 TO STRUCTURE REAR DIAGRID

VIEW FROM OUTSIDE THE LOBBY ENTRACE

1 A 5.2

LOBBY CEILING SECTION DETAIL LOBBY CEILING / 1ST FLOOR LEVEL 1ST LEVEL 1 SECTION DETAIL 1:5 A5.1.2 SCALE 1:5

FOR FLOOR FINISHES PLEASE REFER TO THE INTERIOR DESIGN PACKAGE

150mm CONCRETE SLAB

BONDEK

WEB TRUSS

460 UB 74 SECONDARY BEAM

L STEEL PLATE

A GRADE RUSSIAN BIRCH PLY WITH A WATER BASED VARNISH COAT CEILING BATTEN

STEEL PLATES WELDED TO CREATE A CLEVIS

INSULATION 10mm MDF BLACK

12mm A GRADE RUSSIAN BIRCH PLYWOOD

185X65mm STEEL COLUMN

10mm MDF BLACK

STEEL TUBE TO CREATE A BRACING

PILKINGTON PLANAR SG 902 TO STRUCTURE

PILKINGTON PLANAR AXONOMETRIC FRONT AND BACK

Assignment 5: Design Development Part 2

A 5.1.2 Section Detail

2 A 5.2

LOBBY CEILING SECTION DETAIL LOBBY CEILING / 1ST FLOOR LEVEL 1ST LEVEL 2 SECTION DETAIL 1:5 A5.1.2 SCALE 1:5

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lawrence Rocha

Applied Construction ABPL 90118

Class Tute 16 Group D


27mm double glazing units 150 mm slab with Bondek formwork G. James 851-500 horizontal mullion

1 A5.2.1

100 x 100 square section Aluminum support mullion for mechanical louvres Osborne Hume WPL100 weather resistant louvres 500 WC vertical column Aluminum louvre frame C 100-15L steel C- section Alucobond anodised aluminium panels with 5mm poly ethylene core Bradford Quietel thermal and acoustic insulation batts 250 mm L- bracket 610 UB 101 edge beam Concrete fireproofing as required

2 A5.2.1

Rondo Keylock suspended ceiling system

Bradford rockwool ceiling batts

10mm plasterboard suspended ceiling Aluminium sunshades, secured to diagrid Stramit open web joists, 450 mm deep

1 A4.2.1

SCALE 1:50

Assignment 4: Design Development Part 2

A 4.2.1 Mechanical Floor General Arrangement

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lucas Koleits

Applied Construction ABPL 90118

Class Tute 16 Group D


12000

Aluminium sunshades, secured to diagrid

G. James 851-500 vertical mullion

Steel angle 140 x 140 x 10, cast in slab

Connection to curtain wall

10mm plasterboard covering over column

500 WC vertical column

Osborne Hume WPL100 weather resistant louvres

100 x 100 square section Aluminum support mullion for mechanical louvres

1 A5.2.2

Alucobond anodised aluminium panels with 5mm poly ethylene core

Bradford Quietel thermal and acoustic insulation batts

250 x 250 steel square hollow section (diagrid structure)

1 A4.2.2

Customised steel bracket system for diagrid connection

SCALE 1:50

Assignment 4: Design Development Part 2

A 4.2.2 General Arrangement - Mechanical Floor - North West Corner

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lucas Koleits

Applied Construction ABPL 90118

Class Tute 16 Group D


VP

SP

SP

VP

SP

SP VP

VP

Vision panel

Spandrel panel

G James curtain wall framing

Customised steel outrigger connections SP

VP

VP

SP

VP 250 x 250 steel diagrid

SP

SP

SP

SP

Photovoltatic cell installed upon shades

Aluminium sunshades, secured to diagrid Osborne Hume WPL100 weather resistant louvres

2 SP

SP

A5.2.2

SP

SP

1 A4.2.3

SP

SP

SP

Assignment 4: Design Development Part 2

A 4.2.3 General Arrangement - Elevation - Mechanical Floors

SCALE 1:50

SP

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lucas Koleits

Applied Construction ABPL 90118

Class Tute 16 Group D


250 x 250 steel square hollow section (diagrid structure) 150 mm slab with Bondek formwork 27mm double glazing units

Steel angle 140 x 140 x 10, cast in slab

Silicon sealant

10mm pile carpet

G. James 851-500 horizontal mullion

Carpet underlay

Pressure equalised chamber

Water flow

610 UB 101 edge beam

Alucobond anodised aluminium panels with 5mm poly ethylene core Bradford Quietel thermal and acoustic insulation batts

Concrete fireproofing

Bradford fireseal curtain wall batt insulation Fireseal bracket

250 mm L- bracket

Weep hole into mullion

Stramit open web joists, 450 mm deep

Backer rod 500 WC vertical column

Silicon sealant 10mm plywood packer Customised steel bracket system for diagrid connection

Rondo Keylock suspended ceiling system

Pressure equaliased chamber Water flow

Bradford rockwool ceiling batts

Photovoltaic panels mounted on shading

10mm plasterboard suspended ceiling

Steel cleat

Aluminum louvre frame

C 100-15L steel C- section

100 x 100 square section Aluminum support mullion for mechanical louvres

Weep hole into mullion Osborne Hume WPL100 weather resistant louvres

Bird proof mesh

SECTION DETAIL - UPPER LOUVRES

1 A5.2.1

SCALE 1:10

Bird proof mesh

Pine packer

100 x 100 square section Aluminum support mullion for mechanical louvres

Customised flashing G. James 851-500 horizontal mullion

Aluminum louvre frame

Pressure equaliased chamber

Steel cleat Alucobond anodised aluminium panels with 5mm poly ethylene core

150 mm slab with Bondek formwork

Bradford Quietel thermal and acoustic insulation batts Steel angle 140 x 140 x 10, cast in slab Bradford fireseal curtain wall batt insulation Concrete fireproofing 610 UB 101 edge beam 250 x 250 steel square hollow section (diagrid structure)

2 A5.2.1

SECTION DETAIL - LOWER LOUVRES SCALE 1:5

Assignment 5: Design Development Part 2

A 5.2.1 Diagrid Connection and Mechanical Floor Details

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lucas Koleits

Applied Construction ABPL 90118

Class Tute 16 Group D


40mm steel battens for plasterboard connection 10mm plasterboard covering over column 500 WC vertical column

Aluminum louvre frame Bird proof mesh Osborne Hume WPL100 weather resistant louvres

Steel angle 140 x 140 x 10, cast in slab Connection to curtain wall 10mm plywood packer Silicon sealant Backer rod Pressure equaliased chamber Bradford Quietel thermal and acoustic insulation batts Alucobond anodised aluminium panels with 5mm poly ethylene core

Customised steel bracket system for diagrid connection

250 x 250 steel square hollow section (diagrid structure) Diagrid connection interface

1 A5.2.2

SCALE 1:5

Vision panel VP

SP

VP 500 WC vertical column Column connection bracket Customised outrigger extrusion

SP Weld plate Diagrid units Spandrel panel

G James 500 series aluminum framing system SP

SP

SP Mechanical louvres

ML

2 A5.2.2

ML

ELEVATION DETAIL

3 A5.2.2

SCALE 1:10

Assignment 5: Design Development Part 2

A 5.2.2 Diagrid Connection and Mechanical Floor Details

NOT TO SCALE

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Lucas Koleits

Applied Construction ABPL 90118

Class Tute 16 Group D


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3 4.3.2

A

N

A

BMU Rails R2000 Diagrid Curtain Wal Support Arms Down Pipe

2 A4.3.1

1 A4.3.1

SCALE 1:200

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

R2000

SECTION

BMU Rails R2000 Diagrid Curtain Wal Support Arms Down Pipe

2 A4.3.1

Assignment 4: Design Development Part 1

A 4.3.1 Detail Plan

PARTIAL PLAN - ROOF LEVEL SCALE 1:50

Date: 19/06/2014 Drawn by: Thomas Lo

Tutor: Chris Membrey

dwg no.

A4.3

drawing

Applied Construction ABPL 90118

TUTORIAL 16

PARTIAL PLAN

Class

date

Tute 16 9/5/14 Group D

stud no. 359106


PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1 A4.3.2

ISOMETRIC SECTION DETAIL

2 A4.3.2

NOT TO SCALE

PART ELEVATION SCALE 1:50

Diagrid Curtain Wall

2 A5.3.1

James Hardie Top Hat Water Proofing

Akatherm Drainage System Fall

Fall

450.0000

Cradle: Two Men Platform

Support Arms for Stabilization Stabilization Hook

3600.0000

Sun Shading System 610 UB 150 800 Open Steel Web Trusses 500 WC 440 3 A4.3.2

SECTION SCALE 1:50

Assignment 4: Design Development Part 1

A 4.3.2 Sections and Isometric

Date: 19/06/2014 Drawn by: Thomas Lo

Tutor: Chris Membrey

dwg no.

A4.3

drawing Applied Construction ABPL 90118 TUTORIAL 16 PARTIAL PLAN

Class

date Tute 16 Group D 9/5/14

stud no. 359106

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

COX GOMYL G-Type BMU Unit


Counterweight

COX GOMYL G-TYPE BMU UNIT

BMU Rails attached onto concrete slab

Custom Aluminium Capping (Galvanised) Square Hollow Sections 100x100 3mm Rectanguler Hollow Sections 200x100 3mm

Weep Hole for water drainage

Angle 150x90 8mm Flashing

1 A5.3.1

SCALE 1:10

Square Hollow Sections 25x25 3mm James Hardie Top Hat Waterproof Membrane

Akatherm Drainage System Concrete Slab Waterproof Membrane Aluminium Flashing Fall

Sealant

Fall

150x90 Angle 8mm Diagrid Curtain Wall Surface run-off, gradiated towards drainage Sun Shading System Main pipes Steel Angles 200x200 BMU Support Arm

Support Ring for BMU R2.3 Bulk Insulation RONDO Shadowline Stopping Angle 610 UB Column Encased in Concrete 450 Truss 10mm Plasterboard Ceiling Panels Rondo Access Spline 1200 C 308 Rondo Furring Channel Rondo 110 Purlins

2 A5.3.1

A-A PARAPET DETAIL SCALE 1:10

Assignment 5: Design Development Part 2

A 5.3.1 Section Detail and Partial Plan

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Thomas Lo

Applied Construction ABPL 90118

Class Tute 16 Group D


Custom Aluminium Capping (Slide) Square Hollow Sections 100x100 3mm Rectanguler Hollow Sections 200x100 3mm

Aluminium Flashing

Square Hollow Sections 25x25 3mm Diagrid Curtain Wall

James Hardie Top Hat Waterproof Membrane behind Flashing

1 A5.3.2

ISOMETRIC SECTION DETAIL SCALE 1:5

COX GOMYL G-Type BMU Unit

BMU Guide rail

Flashing embedded into Concrete

Waterproofing Membrane Low Ladder Steel Platform for Access Weep Hole

2 A5.3.2

Assignment 5: Design Development Part 2

A 5.3.2 Isometric and Section Detail

Date: 19/06/2014

Tutor: Chris Membrey

Drawn by: Thomas Lo

Applied Construction ABPL 90118

A-A BMU DETAIL SCALE 1:10

Class Tute 16 Group D


“able to resist any and all lateral forces”


Applied Construction Booklet  

Construction proposal for a tall, free standing office tower. Authored by Lucas Koleits, Thomas Lo and Lawrence Rocha.

Applied Construction Booklet  

Construction proposal for a tall, free standing office tower. Authored by Lucas Koleits, Thomas Lo and Lawrence Rocha.

Advertisement