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”