& CONVENTION CENTER
EXHIBITION
EXHIBITION
& CONVENTION CENTER
EXHIBITION CENTER OF SHERBROOKE Sherbrooke, Québec, Canada Conception Architect + 3D CCM² – Côté Chabot Morel architects Conception Team Yan Laplante, Mathieu Morel, Pierre Morel Validation Team Julie Nadeau, Aryann Gosselin Conception Engineer SNC Lavalin Realization Architect ArchiTech Design Inc. Realization Structural Jean-Marc Dugré, engineer Realization Mecanical/electrical + civil EXP Area 9,570 m² Photographer Stéphane Groleau / stephanegroleau.com
Located near the downtown of Sherbrooke, the Exhibition Center serves as a gathering place and a unique representation in the region. The project's main objective is to create divisible exhibition areas if needed for dedicated events for the wide public. The program includes the creation of exhibition halls, meeting rooms, offices, central hall, cloakroom, ticket office, restaurant and other technical spaces. The total project area is approximately 9,570 square meters. The main exhibition hall of 5,574 square meters, designed according to the highest standards in terms of functionality and specialized equipments, can be divided into three exhibition spaces when various events take place simultaneously. On both sides of the exhibition spaces, the related services are stated. On one side, the technical spaces contain the loading areas, storage areas and recycling areas. While on the other side, public spaces include the lobby, cloakroom, ticket office, services, restaurant and
006
meeting rooms on the second floor. Upon arrival on the site, the visitor sees a large glass wall that shows partially the internal activity of the exhibition center. The main hall contains the essential services and allows visitors to walk through a space flooded by natural light. The pixels pattern on the glass surface created by a semi-transparent film adds a light veil on the indoor activities taking place in the hall and adds a subtle texture to the glass wall. From the outside, the angular shape rises and highlights the main entrance. Sculpted and defined as a break of the glass block, the main entrance is the key element of the project and marks the transition between the exterior and the interior environment. The use of bright yellow color shows the internal activity of the exhibition center. This color sequence animates the facades as if the internal boiling energy was breaking up partly and shows the festive character of the place.
007
EXHIBITION CENTER OF SHERBROOKE Sherbrooke, Québec, Canada Conception Architect + 3D CCM² – Côté Chabot Morel architects Conception Team Yan Laplante, Mathieu Morel, Pierre Morel Validation Team Julie Nadeau, Aryann Gosselin Conception Engineer SNC Lavalin Realization Architect ArchiTech Design Inc. Realization Structural Jean-Marc Dugré, engineer Realization Mecanical/electrical + civil EXP Area 9,570 m² Photographer Stéphane Groleau / stephanegroleau.com
Located near the downtown of Sherbrooke, the Exhibition Center serves as a gathering place and a unique representation in the region. The project's main objective is to create divisible exhibition areas if needed for dedicated events for the wide public. The program includes the creation of exhibition halls, meeting rooms, offices, central hall, cloakroom, ticket office, restaurant and other technical spaces. The total project area is approximately 9,570 square meters. The main exhibition hall of 5,574 square meters, designed according to the highest standards in terms of functionality and specialized equipments, can be divided into three exhibition spaces when various events take place simultaneously. On both sides of the exhibition spaces, the related services are stated. On one side, the technical spaces contain the loading areas, storage areas and recycling areas. While on the other side, public spaces include the lobby, cloakroom, ticket office, services, restaurant and
006
meeting rooms on the second floor. Upon arrival on the site, the visitor sees a large glass wall that shows partially the internal activity of the exhibition center. The main hall contains the essential services and allows visitors to walk through a space flooded by natural light. The pixels pattern on the glass surface created by a semi-transparent film adds a light veil on the indoor activities taking place in the hall and adds a subtle texture to the glass wall. From the outside, the angular shape rises and highlights the main entrance. Sculpted and defined as a break of the glass block, the main entrance is the key element of the project and marks the transition between the exterior and the interior environment. The use of bright yellow color shows the internal activity of the exhibition center. This color sequence animates the facades as if the internal boiling energy was breaking up partly and shows the festive character of the place.
007
008
009
008
009
010
011
010
011
012
013
012
013
014
015
014
015
016
017
016
017
018
019
018
019
020
021
020
021
THE XI'AN TRIDENT Xi’an, China Architect Eva Castro, Holger Kehne, Ulla Hell Architect Firm Plasma Studio Main Material Copper, Steel, Glass Area 19,300 m² Photographer Cristobal Palma, Plasma Studio
022
The proposal comprises of a 6,500 m2 Theme Pavilion, a 5,000 m2 Greenhouse and the 7,800 m2 Guangyun Entrance landbridge sitting in a 370,000 m2 landscape for the International Horticultural Expo and a public park for Xi’an City as its legacy. The Theme Pavilion is located on the edge of the lake as the endpoint to the central axis that starts with the Guangyun Entrance, as well as the starting point for the crossing of the water by boat. It ties in with the series of piers that read as the landscape jetting out into the water. The built volume is interwoven with the articulated ground, producing continuities on many levels so that landscape and building become completely integrated. From this stems the organization of the building massing as three parallel volumes within the landscape, flowing through and underneath, leading to the piers. The volumes themselves hover as cantilevers over the lake. The fluid experience of passing through the landscape continues inside, where all zones are generous and interconnected. The employment of ramps enable visitors to move up to a mezzanine level and out onto the roof of the building. Through its materiality the building again manifests itself as an extension of the ground with its floors and interior walls made from concrete. Bronze, as a locally specific material, wraps the buildings partially while bands of greenery cover it like a tessellated net.
023
THE XI'AN TRIDENT Xi’an, China Architect Eva Castro, Holger Kehne, Ulla Hell Architect Firm Plasma Studio Main Material Copper, Steel, Glass Area 19,300 m² Photographer Cristobal Palma, Plasma Studio
022
The proposal comprises of a 6,500 m2 Theme Pavilion, a 5,000 m2 Greenhouse and the 7,800 m2 Guangyun Entrance landbridge sitting in a 370,000 m2 landscape for the International Horticultural Expo and a public park for Xi’an City as its legacy. The Theme Pavilion is located on the edge of the lake as the endpoint to the central axis that starts with the Guangyun Entrance, as well as the starting point for the crossing of the water by boat. It ties in with the series of piers that read as the landscape jetting out into the water. The built volume is interwoven with the articulated ground, producing continuities on many levels so that landscape and building become completely integrated. From this stems the organization of the building massing as three parallel volumes within the landscape, flowing through and underneath, leading to the piers. The volumes themselves hover as cantilevers over the lake. The fluid experience of passing through the landscape continues inside, where all zones are generous and interconnected. The employment of ramps enable visitors to move up to a mezzanine level and out onto the roof of the building. Through its materiality the building again manifests itself as an extension of the ground with its floors and interior walls made from concrete. Bronze, as a locally specific material, wraps the buildings partially while bands of greenery cover it like a tessellated net.
023
024
025
024
025
026
027
026
027
028
029
028
029
030
031
030
031
ARAGON PAVILION Ranillas Avenue, Zaragoza Architect Daniel Olano Pérez, arquitecto, Alberto Mendo Martínez, arquitecto, Andrés Navarro Borque, arquitecto, Gabriel Lassa Cabello, arquitecto Area 8,500 m2 Photographer VVAA
The proposal incorporates the diversity of landscapes generated by water in Aragon inside a basket, using devices that condense and solve the structural requirements and functional needs of the building, offering a tour of its various types of landscape – social, cultural, natural, economic, etc. The project proposes a building erected on three structural and communication centers, which, in the manner of "technological legs", enable the space on the ground floor to be liberated to create a type of square built on stilts, offering the Expo site a free space at the level of its main walkway. Four levels have been erected above this plaza. Initially only two have been built, with a further two to be erected for subsequent use as a department of the regional Government of Aragon. The external closure of the building is designed as a continuous woven texture created by interrupted lines, formed by sheets of glass or prefabricated fair-faced micro concrete panels, reinforced with fiberglass(G.R.C.). The outer shell is more opaque at the lower levels, being more transparent further towards the top level, configured as a terrace facing the city and the site of the Expo, providing visual clarity, which is fundamental to be able to learn from the landscapes and urban silhouettes of the city and the river.
032
033
ARAGON PAVILION Ranillas Avenue, Zaragoza Architect Daniel Olano Pérez, arquitecto, Alberto Mendo Martínez, arquitecto, Andrés Navarro Borque, arquitecto, Gabriel Lassa Cabello, arquitecto Area 8,500 m2 Photographer VVAA
The proposal incorporates the diversity of landscapes generated by water in Aragon inside a basket, using devices that condense and solve the structural requirements and functional needs of the building, offering a tour of its various types of landscape – social, cultural, natural, economic, etc. The project proposes a building erected on three structural and communication centers, which, in the manner of "technological legs", enable the space on the ground floor to be liberated to create a type of square built on stilts, offering the Expo site a free space at the level of its main walkway. Four levels have been erected above this plaza. Initially only two have been built, with a further two to be erected for subsequent use as a department of the regional Government of Aragon. The external closure of the building is designed as a continuous woven texture created by interrupted lines, formed by sheets of glass or prefabricated fair-faced micro concrete panels, reinforced with fiberglass(G.R.C.). The outer shell is more opaque at the lower levels, being more transparent further towards the top level, configured as a terrace facing the city and the site of the Expo, providing visual clarity, which is fundamental to be able to learn from the landscapes and urban silhouettes of the city and the river.
032
033
034
035
034
035
036
037
036
037
038
039
038
039
040
041
040
041
042
043
042
043
044
045
044
045
046
047
046
047
BRISBANE CONVENTION AND EXHIBITION CENTER EXPANSION Brisbane, Australia Architect Michael Rayner, Peter Hale, Hang Ling Firm Cox Rayner Architects Floor Area 19,200 m2 Photographer Angus Martin, Florian Groehn
Known as "BCEC on Grey Street", this expansion of our practice’s 1996 exhibition and convention center provides it with a frontage to South Bank that was not previously possible. The expansion consists of 5 levels that enable a connection to be made over the South Brisbane rail corridor into the upper level of the original building which was substantially modified in the process. The main challenge of the design was, however, to satisfy a brief for two new auditoria, a ballroom and various meeting rooms on a strip of land 30 meters in width and some 200 meters long. It was largely resolved by stacking the two auditoria so that they are accessible from each of the four upper levels, with street edge circulation corridors providing access to the meeting rooms and ballroom spaces. A full height atrium intervenes between these zones, lit from above. The main enjoyment in designing the expansion was in how architecture can animate the street experience over such a distance. The narrow site width was somewhat relieved by an allowance to cantilever above part of the footpath, so that the architectural solution entailed structural complexity in designing it to vary along the length. It is for this reason the project is included in the section "Art and Structure", although not as obvious as the Kurilpa Bridge. The shifting façade rhythm is inspired by the work of Brisbane artist Lincoln Austin with whom we have had a long association and engaged on several projects. He was, however, not directly involved in this project, and another artist, Bruce Reynolds, was commissioned for a series of sculptures, wall pieces and reliefs that accompany movement from the street and up through the atrium space. These works interrelate familiar patterns of Brisbane’s domestic architecture to aspects of South Bank’s environmental history. The form of the expansion does not draw upon any part of the original exhibition and convention center, which required much more challenging spans. This distinction is intended to clarify the staging of the combined building’s evolution and to generate a different experience of place responsive to a different context and time.
048
049
BRISBANE CONVENTION AND EXHIBITION CENTER EXPANSION Brisbane, Australia Architect Michael Rayner, Peter Hale, Hang Ling Firm Cox Rayner Architects Floor Area 19,200 m2 Photographer Angus Martin, Florian Groehn
Known as "BCEC on Grey Street", this expansion of our practice’s 1996 exhibition and convention center provides it with a frontage to South Bank that was not previously possible. The expansion consists of 5 levels that enable a connection to be made over the South Brisbane rail corridor into the upper level of the original building which was substantially modified in the process. The main challenge of the design was, however, to satisfy a brief for two new auditoria, a ballroom and various meeting rooms on a strip of land 30 meters in width and some 200 meters long. It was largely resolved by stacking the two auditoria so that they are accessible from each of the four upper levels, with street edge circulation corridors providing access to the meeting rooms and ballroom spaces. A full height atrium intervenes between these zones, lit from above. The main enjoyment in designing the expansion was in how architecture can animate the street experience over such a distance. The narrow site width was somewhat relieved by an allowance to cantilever above part of the footpath, so that the architectural solution entailed structural complexity in designing it to vary along the length. It is for this reason the project is included in the section "Art and Structure", although not as obvious as the Kurilpa Bridge. The shifting façade rhythm is inspired by the work of Brisbane artist Lincoln Austin with whom we have had a long association and engaged on several projects. He was, however, not directly involved in this project, and another artist, Bruce Reynolds, was commissioned for a series of sculptures, wall pieces and reliefs that accompany movement from the street and up through the atrium space. These works interrelate familiar patterns of Brisbane’s domestic architecture to aspects of South Bank’s environmental history. The form of the expansion does not draw upon any part of the original exhibition and convention center, which required much more challenging spans. This distinction is intended to clarify the staging of the combined building’s evolution and to generate a different experience of place responsive to a different context and time.
048
049
D D
ANGLED HOT DIP GALV STRUCTURAL ANGLED HOT DIP STEEL COLUMNS GALV BEYOND. PAINT STRUCTURAL FINISH STEEL COLUMNS
TERRACE 05.21
TERRACE
BEYOND. PAINT GB1 BALUSTRADE FINISH
FFL 24.150 LEVEL 5 FFL 24.150 LEVEL 5
05.21
175
GB1 BALUSTRADE
1715 1715
175
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL STEEL STRUCTURAL TRUSS TO SUPPORT ENGINEERS PC1 PANELS DETAILS TO
STRUCTURAL ENGINEERS DETAILS ANGLED 150MM PC1 PANELS ON DEADLOAD ANGLED 150MM CORBELS FIXED PC1 PANELS ON TO STRUCTURE DEADLOAD
SIM
01
SIM A63.23
VOID
A63.23
VOID
1130 1130
01
CORBELS FIXED TO STRUCTURE
FFL 28.450 LEVEL 6 FFL 28.450 LEVEL 6
05
VOID VOID
A63.26
05
A63.26
CL
GLAZING SYSTEM PAINTED CFC ON 35MM ALUMINIUM TOPHATSCFC ON ON PAINTED METAL FRAMING 35MM ALUMINIUM TO ALL SIDES TOPHATS ON
ONC2 PROJECTION
04.15
PCO OFFICE FFL 24.150 LEVEL 5 FFL 24.150 LEVEL 5
VOID VOID
04
75
CL
FFL 24.150 LEVEL 5 VOID
PAINT FINISH PFC BLIND SUPPORT BRACKET AUTO BLIND AS SPECIFIED
SIM
PLENUM
01 A63.29
NGLED COLUMN BEYOND
BOARDROOM 03.20
75
CL
685
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
CONCOURSE
FFL 5.030
04.38
ING 1100 GLAZ
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
02.13
VOID
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND SPECIFICATION
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
VOID
A63.26
SUSPENDED CEILING REFER RCP PLANS CWT1 GLAZING SYSTEM
3085
AUTO BLIND AS SPECIFIED SIM
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
VOID
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
3430
7°
CL
5400 5400
FFL 11.890 LEVEL 2 FFL 11.890 LEVEL 2
FALL FALL
FFL 11.890 LEVEL 2
CFC
470 325
Ee
F.F.L 11.890 POD 11
FALL
POD 11
MIRRORED SIMILAR MIRRORED SIMILAR
3430
33
A68.04
08
33
TOP OF TR USS R .L 2 8.935
EXISTING BUILDING
Aa
6300
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.555
A68.04
SIMILAR MIRRORED SIMILAR MIRRORED
A40.09
SIMILAR MIRRORED SIMILAR MIRRORED
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
A
C
B
6100
A 15475
B
A
A40.08 VG
A40.06
A40.07
7975
C
A40.06
C
A40.08
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460 C EILING L INE TOP OF TR USS B EYOND R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
C EILING L INE B EYOND
FUNCTION ROOM
EXISTING PLAZA BALLROOM FOYER
FOYER
U/S OF CEILING FL 7.450
05.21
FUNCTION ROOM
MEETING ROOM 1
MEETING ROOM
04.17
E XISTIN G DOORS
05.21
N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR N EW FLOOR OVER WHERE NECCE SSARY E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
UPPER FOYER
1040
CL CL MC5
STRUCTURAL ENGINEER'S DETAILS
690 690 CL
FALL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL PAINT FINISH WB AND ENGINEER'S BRACKETS TODETAILS
CL
470
325 470 325
PAINT FINISH SHS COLUMN TO STRUCTURAL PAINT FINISH SHS ENGINEER'S COLUMN TO DETAILS STRUCTURAL ENGINEER'S DETAILS
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS SLAB REFER TO BONDEK
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
CONCOURSE 02.27
CONCOURSE 02.27
F.F.L 11.890
STRUCTURAL ENG. DETAILS
F.F.L 11.890
FALL
1500 SUSPENDED CFC SOFFIT ON EXTERNAL1500 GRADE HANGERS ASCFC SPECIFIED SUSPENDED SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
U/S OF CEILING FL 7.450 U/S OF CEILING FL 7.450
GREY STREET GREY STREET
RECESSED LIGHTING RECESSED LIGHTING COLUMN BEYOND COLUMN BEYOND HEIGHT LEVEL
INDICATOR AND HEIGHT LEVEL SIGNAGE AND INDICATOR SIGNAGE
02 02
Detail Detail Section Section
03.08
03.07
CORR 03.08
CORR
F.F.L 15.320 LEVEL 3 F.F.L 11.890 LEVEL 2
B EAM BE YOND
02.02
L IN E OF C LA DD ING
400 PAX PLENARY HALL 01.07
B EAM BE YOND
02.02
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2 F.F.L 8.460 LEVEL 1
400 PAX PLENARY HALL
LOBBY
LOADING BAY EXISTING SERVICE ROAD
F.F.L 18.750 LEVEL 4 F.F.L 15.320 LEVEL 3
600 PAX PLENARY HALL
CORR
CORR
01.08
01.07
EXISTING RAILWAY LINES LOBBY 01.08
G.03
HEIGHT LEVEL INDICATOR AND SIGNAGE
1040
CL
PLENUM PLENUM
F.F.L 18.750 LEVEL 4
03.07
04.17
LOADING
GREY STREET
REFER STRUCTURAL ENGINEERS DWGS FOR WALL TYPE REFER 1:100 PLANS
F.F.L 24.150 LEVEL 5
600 PAX PLENARY HALL
MEETING ROOM
LOADING BAY EXISTING SERVICE ROAD
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL GIRTS FIXED ENGINEERS DWGS BETWEEN SHS FRAME
A43.02
F.F.L 24.150 LEVEL 5
TERRACE
05.06
F.F.L 18.750
UPPER FOYER
EXISTING RAILWAY LINES
COLUMN BEYOND
3430
Detail Section
FOYER
RECESSED LIGHTING
CL
MC5
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL MC3 CLAD PROJECTION. ENGINEER'S DETAILS FOR STRUCTURE REFER
F.F.L 18.750
FOR WALL TYPE REFER 1:100 PLANS
01
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
04.38
A43.02
F.F.L 28.450 LEVEL 6
TERRACE
05.06
05.10
05.10
FFL 8.460 LEVEL 1
AUTO BLIND AS SPECIFIED
04.38
CONCOURSE
D
F.F.L 28.450 LEVEL 6
BG
MEETING ROOM 1
E XISTIN G DOORS
EXISTING PLAZA BALLROOM FOYER
7975
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
EXISTING BUILDING
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
SUSPENDED CEILING AUTO BLIND AS REFER RCP PLANS SPECIFIED
CONCOURSE
D
C
15475
B 6100
A40.07
VG
TOP OF TR USS R .L 2 8.485 BG
TOP OF TR USS R .L 2 8.935
B
A 11160
28 A68.03 D11160 28 D A68.03
A40.09
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
08
MC2
6300
4780
A43.25
MC2
Aa
Bb
4780
14420
A43.25
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
Cc
14420
1.5°
FALL
Bb
Cc
Dd
9250 9250
1500
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
Dd
Ee
1.5°
EXISTING GROUND LINE SHOWN DASHED
SUSPENDED CEILING REFER RCP PLANS
TYPCIAL STACK JOINT. REFER A63.29 FACADE ENGINEERS DETAILS
FFL 5.030 GRD FLOOR FFL 5.030 GRD FLOOR
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL ENGINEER'S DETAILS
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS
BLIND SUPPORT BRACKET
FFL 8.460 LEVEL 1 FFL 8.460 LEVEL 1
Detail Detail Section Section
02.27
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
MC5
01
TO STRUCTURAL ENGINEER'S DETAILS
EXISTING GROUND LINE REFER LANDSCAPE SHOWN DASHED ARCHITECTS DRAWINGS FOR ALLLANDSCAPE EXTERNAL REFER FINISHES ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
690
CL
MC5
SIM A63.29
STRUCTURAL ENGINEER'S SPECIFICATIONS
CFC
BONDEK SLAB REFER TO STRUCTURAL ENG.
DETAILS SLAB REFER TO BONDEK STRUCTURAL ENG. STEEL BEAM SUPPORT DETAILS STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) STEEL BEAM SUPPORT REFER TO STRUCTURAL STRUCTURE WITH 2 HR FIRE ENGINEER'S DRAWINGS PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS BLIND SUPPORT BRACKET
CL 470
ENGINEER'S DETAILS ANDPFC SPECIFICATIONS 200 HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S 200 PFC HOT DIPPED SPECIFICATIONS GALVANIZED AS PER
SHOWN FOR DASHED CONC2. JOINT SETOUT REFER A33 SERIES DWGS
CONCOURSE
MC5
FFL 5.030
7°
PLENUM
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
685 CL 470
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS CWT2 INSULATED DETAILS AND SPANDREL GLASS. REFER SPECIFICATION FACADE ENGINEERS
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADEAIR ANGLED AUTOMATIC ENGINEER'S DETAILS INTAKE AWNING AND SPECIFICATIONS WINDOWS TO FACADE
7°
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER
GREY STREET
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
CWT4 SPANDREL GLAZING BEHIND PRECAST
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
01
A63.26
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
A63.29
FFL 15.320 LEVEL 3
CL VAR IES
FFL 8.460 LEVEL 1
FFL 15.320 LEVEL 3 FFL 15.320 LEVEL 3
CWT3 GLAZING BEYOND
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS PILE CAP BEYOND. REFER
FOR WALL TYPE REFER 1:100 PLANS
01
CWT3 GLAZING BEYOND
01 A63.26
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
FFL 5.030 F.F.L 18.750
BLIND SUPPORT BRACKET
MC5
VOID
STRUCTURAL ENGINEERS CONCRETE FOOTING. REFER SPECIFICATIONS STRUCTURAL ENGINEERS
02
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
CL 470
3430
FFL 11.890 LEVEL 2
FFL 18.750 LEVEL 4
PCO OFFICE
1000 TO SILL
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
STACK JOINT TO FACADE ENGINEER'S DETAILS
CWT3 GLAZING BEYOND
REFER ENGINEERS GREY STREET SPECIFICATIONS CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGSCFC GREY STREET EXISTING GROUND LINE
VOID
685
CL
3430 3430
ONC2 ROJECTION
01
HANGIING ANGLED PC1 PANELS CFC CLAD ANGLED CONCRETE UNDER COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS CFC CLAD ANGLED CONCRETE SPECIFICATIONS COLUMN BEHIND SHOWN DASHED.
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
PLENUM
STRUCTURAL ENGINEER'S DETAILS
CWT1 GLAZING SYSTEM SIM VOID
A63.26
ENGINEERS CWT4 SPANDREL GLAZING DWGS BEHIND PRECAST
1035
CWT1 GLAZING SYSTEM
CWT4 SPANDREL GLAZING HANGIING ANGLED PC1 PANELS BEHIND PRECAST UNDER
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1035
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
400
FFL 15.320 LEVEL 3
CL 5400
03
PLENUM
STACK JOINT TO FACADE ENGINEER'S DETAILS
1035
CL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL PAINT FINISH WB AND ENGINEER'S BRACKETS TODETAILS
DETAILS AND SPECIFICATION
1.5°
GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
FFL 8.460 LEVEL 1 FFL 8.460 LEVEL 1
02.13
VOID
VAR IES VAR IES
04 A63.26
CORBELS FIXED TO STUCTURAL STRUCTURE STEEL TRUSS SUPPORT FOR STUCTURAL PRECAST STEEL TRUSS PANELS. SUPPORT FOR REFER PRECAST STRUCTURAL PANELS. ENGINEERS REFER DWGS STRUCTURAL
02.13
PCO OFFICE
VOID
02
ANGLED 150MM PC1 PANELS ON DEADLOAD FIXED PC1 TO CORBELS ANGLED 150MM STRUCTURE PANELS ON DEADLOAD
670
MC5
02
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
VOID
STRUCTURAL STRUCTURAL ENGINEERS BEAM. REFER DWGS STRUCTURAL ENGINEERS A63.26 DWGS CFC SOFFIT. REFER RCP A63.26 PLANS FOR EXTENT
FFL 18.750 LEVEL 4 FFL 18.750 LEVEL 4
PCO OFFICE
3430 3430
SUSPENDED CEILING REFER RCP PLANS
1000
04.15
VOID
METAL FRAMING STRUCTURAL TO ALLREFER SIDES BEAM.
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
3430 3430
4300
1100 GLA ZING
HEAD BEAM TO STRUCTURAL ENG. DETAILS
PCO OFFICE
FFL 11.890 LEVEL 2 FFL 11.890 LEVEL 2
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
400
ONC2 PROJECTION
670
3085 3085
FFL 18.750 LEVEL 4
WWT1 GLAZING PAINTED CFC ONSYSTEM TO FACADE SPECIFICATION 35MM ALUMINIUM TOPHATSCFC ON ON PAINTED METALALUMINIUM FRAMING 35MM TO ALL SIDES TOPHATS ON
A63.26 CL
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
75
05
VOID
ANGLED WWT1 GLAZING SYSTEM
75 400
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
AUTO BLIND AS SPECIFIED
ENGINEER'S DETAILS AND SPECIFICATIONS
1.5°
1130
VOID
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADEAIR ANGLED AUTOMATIC ENGINEER'S DETAILS INTAKE AWNING AND SPECIFICATIONS WINDOWS TO FACADE
VOID
ING ING 1100 GLAZ 1100 GLAZ
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
PAINT FINISHAS PFC BLIND AUTO BLIND SUPPORT SPECIFIEDBRACKET
PLENUM PLENUM PLENUM
STACK JOINT TO FACADE ENGINEER'S DETAILS
VOID
FFL 28.450 LEVEL 6
MC5
TO STRUCTURAL PAINT FINISH PFC BLIND ENGINEER'S DETAILS SUPPORT BRACKET
01
3430 3430
SIM
01 A63.23
A63.26 ACADE PECIFICATION ONC2 ROJECTION ONC2 ROJECTION
670
SUSPENDED CEILING PAINT FINISH SHS COLUMN REFER RCP PLANS TO STRUCTURAL ENGINEER'S PAINT FINISHDETAILS SHS COLUMN
01
03.20
03
670
SIM A63.29
BOARDROOM
1000 TO 1000 SILL TO SILL
1715
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
CL
MC5
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S PANELIZED VERTICAL BLADE DETAILS AND SPECIFCIATION REFER TO PLAN DETAILS
STACK JOINT TO FACADE A63.29 ENGINEER'S DETAILS
03.20
400
FFL 15.320 LEVEL 3 FFL 15.320 LEVEL 3
175
FFL 24.150 LEVEL 5
04
BOARDROOM
NGLED COLUMN BEYOND GP GLAZING YSTEM. EFER GP GLAZING A63.26 ACADE YSTEM. PECIFICATION EFER
03
05.21
GB1 BALUSTRADE
CL
A63.26
NGLED COLUMN BEYOND
TERRACE
SPECIFIED) REFER TO STRUCTURAL SUSPENDED CEILING ENGINEER'S DRAWINGS REFER RCP PLANS
AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION SIM
A63.26
ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) TO STRUCTURAL STEEL BEAMREFER SUPPORT STRUCTURE ENGINEER'S DRAWINGS WITH 2 HR FIRE PROTECTION (AS
HEAD BEAM TO STRUCTURAL ENG. DETAILS
04.15
D
670
ALTRAC FALL ARREST HEAD BEAM TO STRUCTURAL SYSTEM AS SPECIFIED ENG. DETAILS
75 400
75
METAL FRAMING TO ALL SIDES ONC2 PROJECTION
670
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
PCO OFFICE
400
FFL 18.750 LEVEL 4 FFL 18.750 LEVEL 4
1100 GLA 1100 GLA ZING ZING 1000 1000
ANGLED WWT1 GLAZING SYSTEM ANGLED WWT1
4300 4300
CL
OFFICE F FL 5.030
LOADING G.03
G.07
OFFICE F FL 5.030
G.07
OFFICE G.06
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01
OFFICE G.06
F FL 4.380
G.14
F FL 4.400
F FL 4.380
G.14
F FL 4.400
F.F.L 8.460 LEVEL 1 F.F.L 5.030 GROUND FL F.F.L 5.030 GROUND FL
FFL 5.030 GRD FLOOR
Ee
Dd
Bb
Cc
Aa
4780
14420
9250
11160 SIMILAR A68.03 MIRRORED
D MIRRORED SIMILAR
C
6100
28
A40.09
POD 11
B
A
6300
B
A
A40.07
A40.06
Cross Cross Section Section
D 7975
15475
C A40.08
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
02 A43.02
VG
08
33
A43.25
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930 TOP OF TR US S R.L 28 .715
1.5°
1.5°
A68.04
TOP OF TR USS R .L 2 8.935
SIMILAR MIRRORED
F.F.L 28.450 LEVEL 6
BG C EILING L INE B EYOND
MC2
FUNCTION ROOM
MEETING ROOM 1
Detail Section
TERRACE
05.06
05.10
05.21
F.F.L 24.150 LEVEL 5
EXISTING BUILDING
E XISTIN G DOORS
UPPER FOYER 04.17
EXISTING PLAZA BALLROOM FOYER
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL 03.07 N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
FOYER
CORR 03.08
F.F.L 15.320 LEVEL 3
MEETING ROOM
CORR
B EAM BE YOND
02.02
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
EXISTING RAILWAY LINES LOADING BAY EXISTING SERVICE ROAD
LOBBY 01.08
F.F.L 8.460 LEVEL 1 LOADING
OFFICE
G.03
G.07
OFFICE G.06
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 5.030 F FL 4.380
F FL 4.400
F.F.L 5.030 GROUND FL
Cross Section Section Section
Section
050
Elevation Elevation
051
D D
ANGLED HOT DIP GALV STRUCTURAL ANGLED HOT DIP STEEL COLUMNS GALV BEYOND. PAINT STRUCTURAL FINISH STEEL COLUMNS
TERRACE 05.21
TERRACE
BEYOND. PAINT GB1 BALUSTRADE FINISH
FFL 24.150 LEVEL 5 FFL 24.150 LEVEL 5
05.21
175
GB1 BALUSTRADE
1715 1715
175
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL STEEL STRUCTURAL TRUSS TO SUPPORT ENGINEERS PC1 PANELS DETAILS TO
STRUCTURAL ENGINEERS DETAILS ANGLED 150MM PC1 PANELS ON DEADLOAD ANGLED 150MM CORBELS FIXED PC1 PANELS ON TO STRUCTURE DEADLOAD
SIM
01
SIM A63.23
VOID
A63.23
VOID
1130 1130
01
CORBELS FIXED TO STRUCTURE
FFL 28.450 LEVEL 6 FFL 28.450 LEVEL 6
05
VOID VOID
A63.26
05
A63.26
CL
GLAZING SYSTEM PAINTED CFC ON 35MM ALUMINIUM TOPHATSCFC ON ON PAINTED METAL FRAMING 35MM ALUMINIUM TO ALL SIDES TOPHATS ON
ONC2 PROJECTION
04.15
PCO OFFICE FFL 24.150 LEVEL 5 FFL 24.150 LEVEL 5
VOID VOID
04
1000
75
FFL 24.150 LEVEL 5
VOID
MC5
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
03.20
AUTO BLIND AS SPECIFIED
PLENUM PLENUM
5400
CL
75 400
CL
02.13
AUTO BLIND AS SPECIFIED
SIM
VOID
CWT3 GLAZING BEYOND
01
FFL 15.320 LEVEL 3
A63.26
3430
VAR IES
7°
GREY STREET
CL
CL
VOID
5400 5400
FFL 15.320 LEVEL 3 FFL 15.320 LEVEL 3
CWT3 GLAZING BEYOND
01
A63.26
7° 7°
FALL FALL
FFL 11.890 LEVEL 2
Ee
CONCOURSE
470 325
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
F.F.L 11.890 POD 11
FALL
POD 11
MIRRORED SIMILAR MIRRORED SIMILAR
Cc
14420
33
A68.04
08
33
TOP OF TR USS R .L 2 8.935
EXISTING BUILDING
Aa
6300
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.555
A68.04
SIMILAR MIRRORED SIMILAR MIRRORED
A40.09
SIMILAR MIRRORED SIMILAR MIRRORED
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
A
C
B
6100
A 15475
B
A
A40.08 VG
A40.06
A40.07
7975
C
A40.06
C
A40.08
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460 C EILING L INE TOP OF TR USS B EYOND R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
C EILING L INE B EYOND
FUNCTION ROOM
FFL 8.460 LEVEL 1
EXISTING PLAZA BALLROOM FOYER
FOYER
U/S OF CEILING 3430
FL 7.450
Detail Section
GREY STREET FFL 5.030 GRD FLOOR Ee
Dd
Bb
Cc
Aa
4780
14420
9250
6300
D
MIRRORED SIMILAR
28
A40.09
SIMILAR A68.03 MIRRORED
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
08
33
A43.25
A68.04
TOP OF TR USS R .L 2 8.935
C
6100
B
A
C
A40.06
A40.07
A40.08
05.21
FUNCTION ROOM
MEETING ROOM 1
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460 TOP OF TR USS R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
F.F.L 28.450 LEVEL 6
BG C EILING L INE B EYOND
MC2
FUNCTION ROOM
MEETING ROOM 1
05.21
04.17
CL MC5
690 690 CL
FALL
STRUCTURAL ENGINEER'S DETAILS
CL
470
325 470 325
E XISTIN G DOORS
05.21
STRUCTURAL ENGINEER'S DETAILS
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS SLAB REFER TO BONDEK
CONCOURSE 02.27
CONCOURSE 02.27
F.F.L 11.890
STRUCTURAL ENG. DETAILS
F.F.L 11.890
FALL
1500 SUSPENDED CFC SOFFIT ON EXTERNAL1500 GRADE HANGERS ASCFC SPECIFIED SUSPENDED SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
U/S OF CEILING FL 7.450 U/S OF CEILING FL 7.450
GREY STREET GREY STREET
RECESSED LIGHTING RECESSED LIGHTING COLUMN BEYOND COLUMN BEYOND HEIGHT LEVEL
INDICATOR AND HEIGHT LEVEL SIGNAGE AND INDICATOR SIGNAGE
02 02
Detail Detail Section Section
F.F.L 24.150 LEVEL 5
N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR N EW FLOOR OVER WHERE NECCE SSARY E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
UPPER FOYER
03.07
04.17
F.F.L 18.750 LEVEL 4 F.F.L 15.320 LEVEL 3
600 PAX PLENARY HALL
CORR 03.08
03.07
CORR 03.08
CORR
F.F.L 15.320 LEVEL 3 F.F.L 11.890 LEVEL 2
B EAM BE YOND
02.02
L IN E OF C LA DD ING
400 PAX PLENARY HALL 01.07
B EAM BE YOND
02.02
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2 F.F.L 8.460 LEVEL 1
400 PAX PLENARY HALL
LOBBY
LOADING BAY EXISTING SERVICE ROAD
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL
MEETING ROOM
01.08
01.07
EXISTING RAILWAY LINES LOADING BAY EXISTING SERVICE ROAD
PAINT FINISH SHS COLUMN TO STRUCTURAL PAINT FINISH SHS ENGINEER'S COLUMN TO DETAILS
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
LOBBY 01.08
LOADING G.03
OFFICE F FL 5.030
LOADING G.03
G.07
OFFICE F FL 5.030
G.07
OFFICE G.06
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01
OFFICE G.06
F FL 4.380
G.14
F FL 4.400
F FL 4.380
G.14
F FL 4.400
F.F.L 8.460 LEVEL 1 F.F.L 5.030 GROUND FL F.F.L 5.030 GROUND FL
Detail Section
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL 03.07
N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
CORR 03.08
F.F.L 15.320 LEVEL 3
MEETING ROOM CORR
B EAM BE YOND
02.02
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
EXISTING RAILWAY LINES LOADING BAY EXISTING SERVICE ROAD
CL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL PAINT FINISH WB AND ENGINEER'S BRACKETS TODETAILS
UPPER FOYER
EXISTING PLAZA BALLROOM FOYER
FOYER
1040
F.F.L 24.150 LEVEL 5
EXISTING BUILDING
E XISTIN G DOORS
04.17
CORR
HEIGHT LEVEL INDICATOR AND SIGNAGE
1040
CL
PLENUM PLENUM
UPPER FOYER
EXISTING RAILWAY LINES
COLUMN BEYOND
REFER STRUCTURAL ENGINEERS DWGS FOR WALL TYPE REFER 1:100 PLANS
TERRACE
05.06
05.10
MEETING ROOM
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL GIRTS FIXED ENGINEERS DWGS BETWEEN SHS FRAME
A43.02
F.F.L 24.150 LEVEL 5
TERRACE
05.06
F.F.L 18.750
Cross Cross Section Section
02
A43.02
VG
SIMILAR MIRRORED
TOP OF TR USS R .L 2 8.555
D 7975
15475
1.5°
1.5°
POD 11
B
A 11160
FOYER
RECESSED LIGHTING
CL
MC5
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL MC3 CLAD PROJECTION. ENGINEER'S DETAILS FOR STRUCTURE REFER
F.F.L 18.750
FOR WALL TYPE REFER 1:100 PLANS
01
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
04.38
A43.02
F.F.L 28.450 LEVEL 6
TERRACE
05.06
05.10
05.10
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
AUTO BLIND AS SPECIFIED
04.38
CONCOURSE
D
F.F.L 28.450 LEVEL 6
BG
MEETING ROOM 1
E XISTIN G DOORS
EXISTING PLAZA BALLROOM FOYER
7975
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
EXISTING BUILDING
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
SUSPENDED CEILING AUTO BLIND AS REFER RCP PLANS SPECIFIED
CONCOURSE
D
C
15475
B 6100
A40.07
VG
TOP OF TR USS R .L 2 8.485 BG
TOP OF TR USS R .L 2 8.935
B
A 11160
28 A68.03 D11160 28 D A68.03
A40.09
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
08
MC2
6300
4780
A43.25
MC2
Aa
Bb
4780
14420
A43.25
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
Bb
Cc
Dd
9250 9250
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL ENGINEER'S DETAILS
3430
FALL
Dd
Ee
1500
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
SUSPENDED CEILING REFER RCP PLANS
TYPCIAL STACK JOINT. REFER A63.29 FACADE ENGINEERS DETAILS
FFL 5.030 GRD FLOOR FFL 5.030 GRD FLOOR
1.5°
EXISTING GROUND LINE SHOWN DASHED
Detail Detail Section Section
1.5°
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS
CL
BLIND SUPPORT BRACKET
FFL 8.460 LEVEL 1 FFL 8.460 LEVEL 1
PLENUM
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS 690
MC5
01
TO STRUCTURAL ENGINEER'S DETAILS
EXISTING GROUND LINE REFER LANDSCAPE SHOWN DASHED ARCHITECTS DRAWINGS FOR ALLLANDSCAPE EXTERNAL REFER FINISHES ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
MC5
ENGINEER'S DETAILS ANDPFC SPECIFICATIONS 200 HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S 200 PFC HOT DIPPED SPECIFICATIONS GALVANIZED AS PER
FFL 11.890 LEVEL 2 FFL 11.890 LEVEL 2
CFC
BONDEK SLAB REFER TO STRUCTURAL ENG.
DETAILS SLAB REFER TO BONDEK STRUCTURAL ENG. STEEL BEAM SUPPORT DETAILS STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) STEEL BEAM SUPPORT REFER TO STRUCTURAL STRUCTURE WITH 2 HR FIRE ENGINEER'S DRAWINGS PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS BLIND SUPPORT BRACKET
CL 470
SIM A63.29
STRUCTURAL ENGINEER'S SPECIFICATIONS
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS PILE CAP BEYOND. REFER
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
685 CL 470
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS CWT2 INSULATED DETAILS AND SPANDREL GLASS. REFER SPECIFICATION FACADE ENGINEERS
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADEAIR ANGLED AUTOMATIC ENGINEER'S DETAILS INTAKE AWNING AND SPECIFICATIONS WINDOWS TO FACADE
SHOWN FOR DASHED CONC2. JOINT SETOUT REFER A33 SERIES DWGS
02.27
MC5
CFC
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
FFL 5.030
FOR WALL TYPE REFER 1:100 PLANS
01
A63.29 TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
CWT4 SPANDREL GLAZING BEHIND PRECAST
FFL 5.030
SUSPENDED CEILING REFER RCP PLANS
CWT1 GLAZING SYSTEM
3085
FFL 8.460 LEVEL 1
FFL 5.030 F.F.L 18.750
BLIND SUPPORT BRACKET
MC5
CWT3 GLAZING BEYOND
REFER ENGINEERS GREY STREET SPECIFICATIONS CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGSCFC GREY STREET EXISTING GROUND LINE
04.38
685
CL
CWT1 GLAZING SYSTEM
CWT4 SPANDREL GLAZING HANGIING ANGLED PC1 PANELS BEHIND PRECAST UNDER
CONCOURSE
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
PLENUM
STRUCTURAL ENGINEER'S DETAILS
CWT1 GLAZING SYSTEM SIM VOID
01
HANGIING ANGLED PC1 PANELS CFC CLAD ANGLED CONCRETE UNDER COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS CFC CLAD ANGLED CONCRETE SPECIFICATIONS COLUMN BEHIND SHOWN DASHED.
1035
3430 3430
VOID
A63.26
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
VOID
A63.26
ENGINEERS CWT4 SPANDREL GLAZING DWGS BEHIND PRECAST
1035
CL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL PAINT FINISH WB AND ENGINEER'S BRACKETS TODETAILS
DETAILS AND SPECIFICATION
STRUCTURAL ENGINEERS CONCRETE FOOTING. REFER SPECIFICATIONS STRUCTURAL ENGINEERS
02
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND SPECIFICATION
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
CORBELS FIXED TO STUCTURAL STRUCTURE STEEL TRUSS SUPPORT FOR STUCTURAL PRECAST STEEL TRUSS PANELS. SUPPORT FOR REFER PRECAST STRUCTURAL PANELS. ENGINEERS REFER DWGS STRUCTURAL
02.13
1.5°
VOID
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
FFL 18.750 LEVEL 4
PCO OFFICE
CL 470
3430
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
685
STACK JOINT TO FACADE ENGINEER'S DETAILS
1000 TO SILL
ING 1100 GLAZ
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
FFL 8.460 LEVEL 1 FFL 8.460 LEVEL 1
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1035
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
VOID
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
PAINT FINISH PFC BLIND SUPPORT BRACKET
SIM
STACK JOINT TO FACADE ENGINEER'S DETAILS
02
ANGLED 150MM PC1 PANELS ON DEADLOAD FIXED PC1 TO CORBELS ANGLED 150MM STRUCTURE PANELS ON DEADLOAD
01
BOARDROOM
03
FFL 11.890 LEVEL 2
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
02.13
PCO OFFICE
VOID
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
A63.29
NGLED COLUMN BEYOND GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
ONC2 ROJECTION
670
02
VAR IES VAR IES
04
CL
A63.26
FFL 15.320 LEVEL 3
SUSPENDED CEILING REFER RCP PLANS
VOID
STRUCTURAL STRUCTURAL ENGINEERS BEAM. REFER DWGS STRUCTURAL ENGINEERS A63.26 DWGS CFC SOFFIT. REFER RCP A63.26 PLANS FOR EXTENT
FFL 18.750 LEVEL 4 FFL 18.750 LEVEL 4
PCO OFFICE
3430 3430
HEAD BEAM TO STRUCTURAL ENG. DETAILS
04.15
VOID
METAL FRAMING STRUCTURAL TO ALLREFER SIDES BEAM.
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
3430 3430
4300
1100 GLA ZING
PCO OFFICE
FFL 11.890 LEVEL 2 FFL 11.890 LEVEL 2
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
400
ONC2 PROJECTION
670
3085 3085
FFL 18.750 LEVEL 4
WWT1 GLAZING PAINTED CFC ONSYSTEM TO FACADE SPECIFICATION 35MM ALUMINIUM TOPHATSCFC ON ON PAINTED METALALUMINIUM FRAMING 35MM TO ALL SIDES TOPHATS ON
A63.26 CL
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
75
05
VOID
ANGLED WWT1 GLAZING SYSTEM
75 400
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
AUTO BLIND AS SPECIFIED
ENGINEER'S DETAILS AND SPECIFICATIONS
1.5°
1130
VOID
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADEAIR ANGLED AUTOMATIC ENGINEER'S DETAILS INTAKE AWNING AND SPECIFICATIONS WINDOWS TO FACADE
VOID
ING ING 1100 GLAZ 1100 GLAZ
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
PAINT FINISHAS PFC BLIND AUTO BLIND SUPPORT SPECIFIEDBRACKET
PLENUM PLENUM PLENUM
STACK JOINT TO FACADE ENGINEER'S DETAILS
VOID
FFL 28.450 LEVEL 6
MC5
TO STRUCTURAL PAINT FINISH PFC BLIND ENGINEER'S DETAILS SUPPORT BRACKET
01
3430 3430
SIM
01
A63.23
A63.26 ACADE PECIFICATION ONC2 ROJECTION ONC2 ROJECTION
670
SUSPENDED CEILING PAINT FINISH SHS COLUMN REFER RCP PLANS TO STRUCTURAL ENGINEER'S PAINT FINISHDETAILS SHS COLUMN
01
03.20
03
670
SIM A63.29
BOARDROOM
1000 TO 1000 SILL TO SILL
1715
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
CL
MC5
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S PANELIZED VERTICAL BLADE DETAILS AND SPECIFCIATION REFER TO PLAN DETAILS
STACK JOINT TO FACADE A63.29 ENGINEER'S DETAILS
03.20
400
FFL 15.320 LEVEL 3 FFL 15.320 LEVEL 3
175
FFL 24.150 LEVEL 5
04
BOARDROOM
NGLED COLUMN BEYOND GP GLAZING YSTEM. EFER GP GLAZING A63.26 ACADE YSTEM. PECIFICATION EFER
03
05.21
GB1 BALUSTRADE
CL
A63.26
NGLED COLUMN BEYOND
TERRACE
SPECIFIED) REFER TO STRUCTURAL SUSPENDED CEILING ENGINEER'S DRAWINGS REFER RCP PLANS
AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION SIM
A63.26
ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) TO STRUCTURAL STEEL BEAMREFER SUPPORT STRUCTURE ENGINEER'S DRAWINGS WITH 2 HR FIRE PROTECTION (AS
HEAD BEAM TO STRUCTURAL ENG. DETAILS
04.15
D
670
ALTRAC FALL ARREST HEAD BEAM TO STRUCTURAL SYSTEM AS SPECIFIED ENG. DETAILS
75 400
75
METAL FRAMING TO ALL SIDES ONC2 PROJECTION
670
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
PCO OFFICE
400
FFL 18.750 LEVEL 4 FFL 18.750 LEVEL 4
1100 GLA 1100 GLA ZING ZING 1000 1000
ANGLED WWT1 GLAZING SYSTEM ANGLED WWT1
4300 4300
CL
LOBBY 01.08
F.F.L 8.460 LEVEL 1
LOADING G.03
OFFICE F FL 5.030
G.07
OFFICE G.06
F FL 4.380
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 4.400
F.F.L 5.030 GROUND FL
Cross Section Section Section
Section
050
Elevation Elevation
051
D ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
TERRACE 05.21
GB1 BALUSTRADE 175
FFL 24.150 LEVEL 5
1715
SIM
01
A63.23
FFL 28.450 LEVEL 6
VOID
05
VOID
A63.26
PCO OFFICE
HEAD BEAM TO STRUCTURAL ENG. DETAILS
04.15
75
FFL 24.150 LEVEL 5
VOID
04
CL
SKY FOYER
VOID
PLANT
AMENITIES
1035
CL
VOID
02.13
BOULEVARD FOYER
02
VOID
3430
7°
GREY STREET
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS
CL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
CL
EXISTING GROUND LINE SHOWN DASHED
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
02 A63.30
690
FALL
Ee
Dd
Cc
9250
Bb
14420
Aa
02.27
470 325
CWT4 SPANDREL GLAZING PANEL. REFER FACADE SPECIFICATION AND DETAILS
F.F.L 11.890
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL ENGINEER'S DETAILS
4780
A
6300
11160
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
D 08
33
A43.25
A68.04
Detail Section
BG
Bb
Cc
Aa
4780
14420
9250
6300
MIRRORED SIMILAR
D
28
A40.09
08
33
A68.04
1.5°
TOP OF TR USS R .L 2 8.935
SIMILAR
A68.03 MIRRORED
6100
A
FL 7.450
HEIGHT LEVEL INDICATOR AND TERRACE SIGNAGE 05.21
FUNCTION ROOM 05.06
F.F.L 28.450 LEVEL 6
F.F.L 24.150 LEVEL 5
MC2
03.08
F.F.L 28.450 LEVEL 6
FUNCTION ROOM
MEETING ROOM 1
F.F.L 15.320 LEVEL 3
CORR
TERRACE
05.06
05.10
Detail Section CORR
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
C EILING L INE B EYOND
05.21
B EAM BE YOND
02.02
F.F.L 24.150 LEVEL 5
EXISTING BUILDING
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
FALL
EXISTING RAILWAY LINES E XISTIN G DOORS
LOADING BAY EXISTING SERVICE ROAD EXISTING PLAZA BALLROOM FOYER
FOYER
04.17
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL 03.07
01.08
F.F.L 8.460 LEVEL 1
CORR 03.08
F.F.L 15.320 LEVEL 3
MEETING ROOM
LOADING
OFFICE
G.03 CORR
B EAM BE YOND
02.02
G.07
OFFICE G.06
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 5.030
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
EXISTING RAILWAY LINES LOADING BAY EXISTING SERVICE ROAD
FFL 5.030
EXISTING GROUND LINE SHOWN DASHED REFER LANDSCAPE ARCHITECTS DWS FOR ALL EXTERNAL FINISHES
LOBBY
UPPER FOYER
N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
BALUSTRADE TO LANDSCAPE ARCHITECTS SPECIFICATIONS
S.S HANDRAIL REFER LANDSCAPE ARCHITECT DWGS
FALL
03.07
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
03
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL
A43.02
BG
CONC2 (P2)
CONCRETE STAIR REFER STRUCTURAL ENGINEERS DRAWINGS. TILE FINISH REFER LANDSCAPE ENGINEERS DRAWINGS
04.17
02
A40.08
N EW FLOOR OVER E XISTING
TOP OF TR USS R .L 2 8.485
AUTO-SLIDING DOOR AS SPECIFIED EXTERNAL FINISH REFER LANDSCAPE ARCHITECTS DRAWINGS
RECESSED LIGHTING COLUMN BEYOND
VG
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
U/S OF CEILING
UPPER FOYER
C
A40.06
HOT DIP GALV STEEL HOOD
02 A43.02
A63.30
7975
15475
B
A40.07
SIMILAR MIRRORED
MEETING ROOM
A40.08 VG
D
1.5°
FOYER
C
E XISTIN G DOORS
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
A43.25
B
A 11160
EXISTING PLAZA BALLROOM FOYER POD 11
A40.06
FFL 5.030 GRD FLOOR
EXISTING BUILDING
Dd
A40.07
GREY STREET
MEETING ROOM 1 05.10
CONC2 COLUMN BEYOND
7975
C
C EILING L INE B EYOND
MC2
Ee
A
TOP OF TR US S R.L 28 .715
TOP OF TR USS R .L 2 8.485
HOT DIP GALV HORIZONTAL WB GLAZING SUPPORT
D
15475
B
1.5°
TOP OF TR USS R .L 2 8.935
C
TOP OF STEE LWORK R .L 2 8.930
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
B
SIMILAR
A68.03 MIRRORED
A40.09 FFL R OOF SE8.460 CTION SH OWN AT GRID LINE 4 FOR C LA RIDY. LEVEL 1
SIMILAR MIRRORED
3430
MIRRORED SIMILAR
POD 11
1.5°
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
6100
28
FFL 8.460 LEVEL 1
CONCOURSE
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
1500
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS. REFER RCP PLANS FOR SETOUT
PLENUM
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
CL
WWT1 GLAZING FRAME TO UNDERSIDE OF SLAB. 2 x 9mm CFC SHEET TO OUTSIDE, GALV. STEEL SHEET TO INSIDE. INSULATION AS SPECIFIED WWT1 GLAZING AS SPECIFIED
FALL
3430
FFL 5.030
01
A63.29 TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
MC5
FFL 11.890 LEVEL 2
CFC
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS FOR WALL TYPE REFER 1:100 PLANS
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
CWT4 SPANDREL GLAZING BEHIND PRECAST
RETAIL
AUTO BLIND AS SPECIFIED
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
SUSPENDED CEILING
REFER RCP PLANS RESTAURANT
SIM
FFL 15.320 LEVEL 3
A63.30
BOULEVARD ROOM
BOARDROOM
CWT3 GLAZING BEYOND
01
01
F.F.L 18.750
BLIND SUPPORT BRACKET
MC5
SUBSTATION
RUSSEL STREET
A63.26
VAR IES
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND SPECIFICATION
CWT1 GLAZING SYSTEM
OFFICES
04.38
MEETING ROOMS
CL 470
ARBOUR LOUNGE FOYER
3085
FFL 8.460 LEVEL 1
MEETING ROOMS AMENITIES
SPEAKERS VOID LOUNGE
A63.26
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
PLANT AMENITIES
400 AUDITORIUM
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
FFL 18.750 LEVEL 4
PCO OFFICE
CONCOURSE
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
115
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
600 AUDITORIUM
MEETING ROOMS
AMENITIES
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
STACK JOINT TO FACADE ENGINEER'S DETAILS
3430
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
AMENITIES
1000 TO SILL
ING 1100 GLAZ
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
PLAZA FOYER
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
2400
5400
SKY ROOM
PLENUM
CL
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
PLANT
75 400
PLENUM
01
STACK JOINT TO FACADE ENGINEER'S DETAILS
03.20
D FOR CONTINUATION REFER TO DETAIL SECTION 0 9 PART 02
A63.29
BOARDROOM
03
FFL 11.890 LEVEL 2
C
AUTO BLIND AS SPECIFIED
SIM
NGLED COLUMN BEYOND GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
ONC2 ROJECTION
PAINT FINISH PFC BLIND SUPPORT BRACKET
MC5
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
A63.26
FFL 15.320 LEVEL 3
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
670
20
ONC2 PROJECTION
SUSPENDED CEILING REFER RCP PLANS
1000
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
400
FFL 18.750 LEVEL 4
1100 GLA ZING
ANGLED WWT1 GLAZING SYSTEM
670
4300
CL
3430
1130
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
3430
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
F FL 4.380
F FL 4.400
F.F.L 5.030 GROUND FL
LOBBY 01.08
F.F.L 8.460 LEVEL 1
LOADING G.03
OFFICE F FL 5.030
G.07
OFFICE G.06
F FL 4.380
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 4.400
F.F.L 5.030 GROUND FL
DPC ON 50MM COMPACTED SAND BASE PILE BEYOND
Cross Section 052
053
D ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
TERRACE 05.21
GB1 BALUSTRADE 175
FFL 24.150 LEVEL 5
1715
SIM
01
A63.23
FFL 28.450 LEVEL 6
VOID
05
VOID
A63.26
PCO OFFICE
HEAD BEAM TO STRUCTURAL ENG. DETAILS
04.15
75
FFL 24.150 LEVEL 5
VOID
04
CL
SKY FOYER
VOID
PLANT
AMENITIES
1035
CL
VOID
02.13
BOULEVARD FOYER
02
VOID
3430
7°
GREY STREET
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS
CL
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
CL
EXISTING GROUND LINE SHOWN DASHED
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
02 A63.30
690
FALL
Ee
Dd
Cc
9250
Bb
14420
Aa
02.27
470 325
CWT4 SPANDREL GLAZING PANEL. REFER FACADE SPECIFICATION AND DETAILS
F.F.L 11.890
MC3 CLAD PROJECTION. FOR STRUCTURE REFER TO STRUCTURAL ENGINEER'S DETAILS
4780
A
6300
11160
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
D 08
33
A43.25
A68.04
Detail Section
BG
Bb
Cc
Aa
4780
14420
9250
6300
MIRRORED SIMILAR
D
28
A40.09
08
33
A68.04
1.5°
TOP OF TR USS R .L 2 8.935
SIMILAR
A68.03 MIRRORED
6100
A
FL 7.450
HEIGHT LEVEL INDICATOR AND TERRACE SIGNAGE 05.21
FUNCTION ROOM 05.06
F.F.L 28.450 LEVEL 6
F.F.L 24.150 LEVEL 5
MC2
03.08
F.F.L 28.450 LEVEL 6
FUNCTION ROOM
MEETING ROOM 1
F.F.L 15.320 LEVEL 3
CORR
TERRACE
05.06
05.10
Detail Section CORR
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
C EILING L INE B EYOND
05.21
B EAM BE YOND
02.02
F.F.L 24.150 LEVEL 5
EXISTING BUILDING
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
FALL
EXISTING RAILWAY LINES E XISTIN G DOORS
LOADING BAY EXISTING SERVICE ROAD EXISTING PLAZA BALLROOM FOYER
FOYER
04.17
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL 03.07
01.08
F.F.L 8.460 LEVEL 1
CORR 03.08
F.F.L 15.320 LEVEL 3
MEETING ROOM
LOADING
OFFICE
G.03 CORR
B EAM BE YOND
02.02
G.07
OFFICE G.06
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 5.030
L IN E OF C LA DD ING
F.F.L 11.890 LEVEL 2
400 PAX PLENARY HALL 01.07
EXISTING RAILWAY LINES LOADING BAY EXISTING SERVICE ROAD
FFL 5.030
EXISTING GROUND LINE SHOWN DASHED REFER LANDSCAPE ARCHITECTS DWS FOR ALL EXTERNAL FINISHES
LOBBY
UPPER FOYER
N EW FLOOR OVER E XISTING N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
BALUSTRADE TO LANDSCAPE ARCHITECTS SPECIFICATIONS
S.S HANDRAIL REFER LANDSCAPE ARCHITECT DWGS
FALL
03.07
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
03
F.F.L 18.750 LEVEL 4
600 PAX PLENARY HALL
A43.02
BG
CONC2 (P2)
CONCRETE STAIR REFER STRUCTURAL ENGINEERS DRAWINGS. TILE FINISH REFER LANDSCAPE ENGINEERS DRAWINGS
04.17
02
A40.08
N EW FLOOR OVER E XISTING
TOP OF TR USS R .L 2 8.485
AUTO-SLIDING DOOR AS SPECIFIED EXTERNAL FINISH REFER LANDSCAPE ARCHITECTS DRAWINGS
RECESSED LIGHTING COLUMN BEYOND
VG
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
U/S OF CEILING
UPPER FOYER
C
A40.06
HOT DIP GALV STEEL HOOD
02 A43.02
A63.30
7975
15475
B
A40.07
SIMILAR MIRRORED
MEETING ROOM
A40.08 VG
D
1.5°
FOYER
C
E XISTIN G DOORS
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
A43.25
B
A 11160
EXISTING PLAZA BALLROOM FOYER POD 11
A40.06
FFL 5.030 GRD FLOOR
EXISTING BUILDING
Dd
A40.07
GREY STREET
MEETING ROOM 1 05.10
CONC2 COLUMN BEYOND
7975
C
C EILING L INE B EYOND
MC2
Ee
A
TOP OF TR US S R.L 28 .715
TOP OF TR USS R .L 2 8.485
HOT DIP GALV HORIZONTAL WB GLAZING SUPPORT
D
15475
B
1.5°
TOP OF TR USS R .L 2 8.935
C
TOP OF STEE LWORK R .L 2 8.930
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
B
SIMILAR
A68.03 MIRRORED
A40.09 FFL R OOF SE8.460 CTION SH OWN AT GRID LINE 4 FOR C LA RIDY. LEVEL 1
SIMILAR MIRRORED
3430
MIRRORED SIMILAR
POD 11
1.5°
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS AS SPECIFIED
6100
28
FFL 8.460 LEVEL 1
CONCOURSE
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
1500
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
SUSPENDED CFC SOFFIT ON EXTERNAL GRADE HANGERS. REFER RCP PLANS FOR SETOUT
PLENUM
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
CL
WWT1 GLAZING FRAME TO UNDERSIDE OF SLAB. 2 x 9mm CFC SHEET TO OUTSIDE, GALV. STEEL SHEET TO INSIDE. INSULATION AS SPECIFIED WWT1 GLAZING AS SPECIFIED
FALL
3430
FFL 5.030
01
A63.29 TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
MC5
FFL 11.890 LEVEL 2
CFC
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS FOR WALL TYPE REFER 1:100 PLANS
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
CWT4 SPANDREL GLAZING BEHIND PRECAST
RETAIL
AUTO BLIND AS SPECIFIED
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
SUSPENDED CEILING
REFER RCP PLANS RESTAURANT
SIM
FFL 15.320 LEVEL 3
A63.30
BOULEVARD ROOM
BOARDROOM
CWT3 GLAZING BEYOND
01
01
F.F.L 18.750
BLIND SUPPORT BRACKET
MC5
SUBSTATION
RUSSEL STREET
A63.26
VAR IES
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND SPECIFICATION
CWT1 GLAZING SYSTEM
OFFICES
04.38
MEETING ROOMS
CL 470
ARBOUR LOUNGE FOYER
3085
FFL 8.460 LEVEL 1
MEETING ROOMS AMENITIES
SPEAKERS VOID LOUNGE
A63.26
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
PLANT AMENITIES
400 AUDITORIUM
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
FFL 18.750 LEVEL 4
PCO OFFICE
CONCOURSE
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
115
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
600 AUDITORIUM
MEETING ROOMS
AMENITIES
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
STACK JOINT TO FACADE ENGINEER'S DETAILS
3430
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
AMENITIES
1000 TO SILL
ING 1100 GLAZ
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
PLAZA FOYER
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
2400
5400
SKY ROOM
PLENUM
CL
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
PLANT
75 400
PLENUM
01
STACK JOINT TO FACADE ENGINEER'S DETAILS
03.20
D FOR CONTINUATION REFER TO DETAIL SECTION 0 9 PART 02
A63.29
BOARDROOM
03
FFL 11.890 LEVEL 2
C
AUTO BLIND AS SPECIFIED
SIM
NGLED COLUMN BEYOND GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
ONC2 ROJECTION
PAINT FINISH PFC BLIND SUPPORT BRACKET
MC5
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
A63.26
FFL 15.320 LEVEL 3
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
670
20
ONC2 PROJECTION
SUSPENDED CEILING REFER RCP PLANS
1000
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
400
FFL 18.750 LEVEL 4
1100 GLA ZING
ANGLED WWT1 GLAZING SYSTEM
670
4300
CL
3430
1130
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
3430
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
F FL 4.380
F FL 4.400
F.F.L 5.030 GROUND FL
LOBBY 01.08
F.F.L 8.460 LEVEL 1
LOADING G.03
OFFICE F FL 5.030
G.07
OFFICE G.06
F FL 4.380
L OWER B EA M AT GRID 4 BE YOND
RETAIL 01 G.14
F FL 4.400
F.F.L 5.030 GROUND FL
DPC ON 50MM COMPACTED SAND BASE PILE BEYOND
Cross Section 052
053
OV
ER
AR ME
ETING
EA OF CE ILIN RO G WI OM THO S UT
TRA YS
AP
S ECTI ON A CRA NKED
S ECTI ON A CRA NKED
054
055
OV
ER
AR ME
ETING
EA OF CE ILIN RO G WI OM THO S UT
TRA YS
AP
S ECTI ON A CRA NKED
S ECTI ON A CRA NKED
054
055
D ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
TERRACE 05.21
GB1 BALUSTRADE 175
FFL 24.150 LEVEL 5
1715
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
SIM
FFL 28.450 LEVEL 6
01 A63.23
05
1130
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
VOID
VOID
CL
670
4300
A63.26
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
CL
04.15 1000
FFL 24.150 LEVEL 5
670 PAINT FINISH PFC BLIND SUPPORT BRACKET
MC5
AUTO BLIND AS SPECIFIED
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
75 ONC2 PROJECTION
SUSPENDED CEILING REFER RCP PLANS
PCO OFFICE
400
FFL 18.750 LEVEL 4
HEAD BEAM TO STRUCTURAL ENG. DETAILS
1100 G LA ZING
ANGLED WWT1 GLAZING SYSTEM
SIM
PLENUM
01
VOID
A63.29
PLENUM
STACK JOINT TO FACADE ENGINEER'S DETAILS CL
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
NGLED COLUMN BEYOND
BOARDROOM
GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
03.20
03
FFL 18.750 LEVEL 4 VOID
D
FFL 15.320 LEVEL 3
3430
FALL
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
CL 470
02.13
1100 GLA ZING
1000 TO SILL
SIM
CL
PILE CAP BEYOND. REFER
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS 690
CL
CONCOURSE
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
470 325
F.F.L 11.890
FALL
CFC
GREY STREETLEVEL 2
CFC
ENGINEERS GREYSTRUCTURAL STREET
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
HEIGHT LEVEL INDICATOR AND SIGNAGE 02.27
MC5
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS FFL 11.890 SPECIFICATIONS
COLUMN BEYOND
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE 7° ENGINEER'S DETAILS AND SPECIFICATIONS CL
MC3 CLAD PROJECTION. CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS FOR STRUCTURE REFER
SPECIFICATIONS
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS EXISTING GROUND LINE SHOWN DASHED
EXISTING GROUND LINE SHOWN DASHED
FFL 5.030
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
TO STRUCTURAL ENGINEER'S DETAILS
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
1500 SUSPENDED CFC SOFFIT ON EXTERNAL GRADE FALL HANGERS AS SPECIFIED
3430
FALL
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
CONCRETE FOOTING. REFER FFL STRUCTURAL ENGINEERS
8.460 LEVEL 1
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
RECESSED LIGHTING
U/S OF CEILING FL 7.450
COLUMN BEYOND
3430
Detail Section
Detail Section
HEIGHT LEVEL INDICATOR AND SIGNAGE
GREY STREET FFL 5.030 GRD FLOOR
Dd
Bb
Cc 4780
14420
9250
Aa 6300
D
MIRRORED SIMILAR
28
A40.09
SIMILAR A68.03 MIRRORED
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
08
33
A43.25
A68.04
C
B
A
C
A40.06
A40.07
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.485
A40.08
FUNCTION ROOM
MEETING ROOM 1
MIRRORED SIMILAR
05.21
4780
Aa 6300
Detail Section TOP OF TR USS R .L 2 8.935
MC2
04.17
600 PAX PLENARY HALL 03.07
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR
F.F.L 15.320
C 15475
B
A
C
A40.06
A40.07
A40.08 VG
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
BG C EILING L INE B EYOND
FUNCTION ROOM
TERRACE
05.06
05.10
05.21
EXISTING BUILDING
057
UPPER FOYER 04.17
EXISTING PLAZA BALLROOM FOYER
F.F.L 18.750 LEVEL 4
CORR 03.08
6100
MEETING ROOM 1
F.F.L 24.150 LEVEL 5
UPPER FOYER
N EW FLOOR OVER E XISTING
SIMILAR A68.03 MIRRORED
SIMILAR MIRRORED
E XISTIN G DOORS
E XISTIN G DOORS
EXISTING PLAZA BALLROOM FOYER
28
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
33
A68.04
B
A 11160 A40.09
08
A43.25
TERRACE
05.06
05.10
EXISTING BUILDING
FOYER
POD 11
F.F.L 28.450 LEVEL 6
C EILING L INE B EYOND
Bb
Cc 14420
D
02
A43.02
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
Dd 9250
VG
SIMILAR MIRRORED
BG
MC2
Ee
D 7975
15475
1.5°
TOP OF TR USS R .L 2 8.935
6100
1.5°
1.5°
POD 11
B
A 11160
1.5°
Ee
056
PLENUM
FOR WALL TYPE REFER 1:100 PLANS
A63.29 BEYOND
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER
RECESSED LIGHTING
AUTO BLIND AS SPECIFIED
GREY STREET
FFL 5.030 GRD FLOOR
F.F.L 18.750
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
SUSPENDED CEILING REFER RCP PLANS
U/S OF CEILING
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
04.38
BLIND SUPPORT BRACKET
MC5
FL 7.450 01CWT3 GLAZING
VOID
FFL 01 15.320 A63.26 3 LEVEL
CONCOURSE
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
VOID
CWT4 SPANDREL GLAZING BEHIND PRECAST
HANGIING ANGLED PC1 PANELS UNDER
CL
CWT1 GLAZING SYSTEM
3430
FFL 8.460 LEVEL 1
CWT4 SPANDREL GLAZING BEHIND PRECAST
FFL 5.030
02
VAR IES
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL 7° FINISHES
1035
PCO OFFICE
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND VOID SPECIFICATION
3085
STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
VAR IES
FFL 8.460 LEVEL 1
BEYOND
EXISTING 01 GROUND LINE A63.26 SHOWN DASHED STUCTURAL
PLENUM
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
FFL 18.750 LEVEL 4
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS VOID CWT3 GLAZING
PLENUM
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS
A63.26
GREY STREET
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
1500
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
CFC
3085
PLANS FOR EXTENT
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
F.F.L 11.890
SIM
01
3430
FFL 8.460 FFL 11.890 LEVEL LEVEL 1 2
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER 02 ENGINEERS VOID A63.26 SPECIFICATIONS CFC SOFFIT. REFER RCP
AUTO BLIND AS SPECIFIED
A63.29
SUSPENDED CFC SOFFIT AND SPECIFICATIONS VOID ON EXTERNAL GRADE HANGERS AS SPECIFIED
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
02.13
TO
BOARDROOM
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
1000 TO SILL
VOID
ONC2 ROJECTION
PCO OFFICE
HANGIING ANGLED PC1 PANELS UNDER
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
7°
PAINT FINISH PFC BLIND CONCOURSE SUPPORT BRACKET 02.27
DETAILS
STACK JOINT TO FACADE ENGINEER'S DETAILS 03.20
ING 1100 GLAZ
ING 1100 GLAZ
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
325
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
670
MC5 VOID PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS BONDEK SLAB REFER AND CL FACADE ENGINEER'S STRUCTURAL ENG. DETAILS 470AND SPECIFCIATION
04
SUSPENDED CEILING REFER RCP PLANS
COLUMN TO STRUCTURAL ENGINEER'S DETAILS CL
FALL
NGLED COLUMN BEYOND GP GLAZING MC3 CLAD PROJECTION. YSTEM. FOR STRUCTURE REFER 03 EFER A63.26 ACADE TO STRUCTURAL PECIFICATION ENGINEER'S DETAILS
3430
VOID
FFL 15.320 LEVEL 3
04.15
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
PCO OFFICE PAINT FINISH SHS
A63.26
FFL 11.890 LEVEL 2
03.20
PAINT FINISH WB AND CL BRACKETS TO670 STRUCTURAL ENGINEER'S DETAILS
690
5400
01
BOARDROOM
A63.26
1040
MC5
A63.26 STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CWT4 SPANDREL GLAZING WWT1 GLAZING SYSTEM TO BEHIND PRECAST FACADE SPECIFICATION
FFL 5.030
1715
400
CWT3 GLAZING BEYOND
75
A63.26
VOID
400
04
VOID
CL FFL 24.150 LEVEL 5
75
1000
75
VOID
05
HEAD BEAM TO STRUCTURAL ENG. DETAILS
200 PFC HOT FFL 18.750 GALVANIZED AS PER ENGINEER'S ONC2 PROJECTION LEVEL 4 STRUCTURAL SPECIFICATIONS
PLENUM
FOR WALL TYPE REFER 1:100 PLANS
VOID
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
35MM ALUMINIUM TOPHATS ON METAL FRAMING DIPPED TO ALL SIDES
400 75 400
175
ANGLED AUTOMATIC AIR ANGLED WWT1 INTAKE AWNINGGLAZING SYSTEM WINDOWS TO FACADE ENGINEER'S DETAILS PAINTED AND SPECIFICATIONS CFC ON
01
A63.23
1000
04.15
VARIES
ONC2 ROJECTION
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
AUTO BLIND AS SPECIFIED
SIM
CL
PCO OFFICE
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
SUSPENDED CEILING REFER RCP PLANS
FFL 28.450 LEVEL 6
A63.29
3085
03
FFL 11.890 LEVEL 2
SIM ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
01
VOID
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
05.21
TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
02.13
02 A63.26
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
15.320 FFL 8.460FFL LEVEL 3 LEVEL 1
VOID
TERRACE
1130
A63.26
MC5D
STRUCTURAL STEEL CWT1 GLAZING SYSTEM
PCO OFFICE
1000 TO SILL
VOID
FFL 24.150 LEVEL 5
3430
SYSTEM
VOID
05
1100 GLA ZING
1130
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS ANGLED WWT1 DWGS GLAZING
SIM
01
A63.23
F.F.L 18.750
BLIND SUPPORT BRACKET
4300
175
1715
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
NGLED COLUMN BEYOND
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND ANGLED HOT DIP SPECIFICATION GALV
GB1 BALUSTRADE
3430
ING 1100 GLAZ
05.21
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
ONC2 PROJECTION
CL 470
TERRACE
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
FFL 11.890 LEVEL 2
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
GB1 BALUSTRADE
FFL 24.150 LEVEL 5
CONCOURSE 04.38
75 ONC2 ROJECTION
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
STACK JOINT TO FACADE ENGINEER'S DETAILS
ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
FFL 18.750 LEVEL 4
CL
400
FFL 15.320 LEVEL 3
1035
5400
04 A63.26
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
600 PAX PLENARY HALL 03.07
N EW FLOOR OVER E XISTING
FOYER
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
CORR 03.08
D ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
TERRACE 05.21
GB1 BALUSTRADE 175
FFL 24.150 LEVEL 5
1715
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
SIM
FFL 28.450 LEVEL 6
01 A63.23
05
1130
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
VOID
VOID
CL
670
4300
A63.26
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
CL
04.15 1000
FFL 24.150 LEVEL 5
670 PAINT FINISH PFC BLIND SUPPORT BRACKET
MC5
AUTO BLIND AS SPECIFIED
PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS AND FACADE ENGINEER'S DETAILS AND SPECIFCIATION
75 ONC2 PROJECTION
SUSPENDED CEILING REFER RCP PLANS
PCO OFFICE
400
FFL 18.750 LEVEL 4
HEAD BEAM TO STRUCTURAL ENG. DETAILS
1100 G LA ZING
ANGLED WWT1 GLAZING SYSTEM
SIM
PLENUM
01
VOID
A63.29
PLENUM
STACK JOINT TO FACADE ENGINEER'S DETAILS CL
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS AND SPECIFICATIONS
NGLED COLUMN BEYOND
BOARDROOM
GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
03.20
03
FFL 18.750 LEVEL 4 VOID
D
FFL 15.320 LEVEL 3
3430
FALL
STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS SPECIFICATIONS
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
CL 470
02.13
1100 GLA ZING
1000 TO SILL
SIM
CL
PILE CAP BEYOND. REFER
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS 690
CL
CONCOURSE
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
470 325
F.F.L 11.890
FALL
CFC
GREY STREETLEVEL 2
CFC
ENGINEERS GREYSTRUCTURAL STREET
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
HEIGHT LEVEL INDICATOR AND SIGNAGE 02.27
MC5
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER ENGINEERS FFL 11.890 SPECIFICATIONS
COLUMN BEYOND
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
1040
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE 7° ENGINEER'S DETAILS AND SPECIFICATIONS CL
MC3 CLAD PROJECTION. CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS FOR STRUCTURE REFER
SPECIFICATIONS
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS EXISTING GROUND LINE SHOWN DASHED
EXISTING GROUND LINE SHOWN DASHED
FFL 5.030
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
TO STRUCTURAL ENGINEER'S DETAILS
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL FINISHES
1500 SUSPENDED CFC SOFFIT ON EXTERNAL GRADE FALL HANGERS AS SPECIFIED
3430
FALL
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
PILE CAP BEYOND. REFER STRUCTURAL ENGINEERS SPECIFICATIONS
CONCRETE FOOTING. REFER FFL STRUCTURAL ENGINEERS
8.460 LEVEL 1
CONCRETE FOOTING. REFER STRUCTURAL ENGINEERS
RECESSED LIGHTING
U/S OF CEILING FL 7.450
COLUMN BEYOND
3430
Detail Section
Detail Section
HEIGHT LEVEL INDICATOR AND SIGNAGE
GREY STREET FFL 5.030 GRD FLOOR
Dd
Bb
Cc 4780
14420
9250
Aa 6300
D
MIRRORED SIMILAR
28
A40.09
SIMILAR A68.03 MIRRORED
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
08
33
A43.25
A68.04
C
B
A
C
A40.06
A40.07
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.485
A40.08
FUNCTION ROOM
MEETING ROOM 1
MIRRORED SIMILAR
05.21
4780
Aa 6300
Detail Section TOP OF TR USS R .L 2 8.935
MC2
04.17
600 PAX PLENARY HALL 03.07
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR
F.F.L 15.320
C 15475
B
A
C
A40.06
A40.07
A40.08 VG
P ITCH IN G POINT TOP OF STEE L R.L 2 8.460
TOP OF TR USS R .L 2 8.555
TOP OF TR USS R .L 2 8.485
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
BG C EILING L INE B EYOND
FUNCTION ROOM
TERRACE
05.06
05.10
05.21
EXISTING BUILDING
057
UPPER FOYER 04.17
EXISTING PLAZA BALLROOM FOYER
F.F.L 18.750 LEVEL 4
CORR 03.08
6100
MEETING ROOM 1
F.F.L 24.150 LEVEL 5
UPPER FOYER
N EW FLOOR OVER E XISTING
SIMILAR A68.03 MIRRORED
SIMILAR MIRRORED
E XISTIN G DOORS
E XISTIN G DOORS
EXISTING PLAZA BALLROOM FOYER
28
R OOF SE CTION SH OWN AT GRID LINE 4 FOR C LA RIDY.
33
A68.04
B
A 11160 A40.09
08
A43.25
TERRACE
05.06
05.10
EXISTING BUILDING
FOYER
POD 11
F.F.L 28.450 LEVEL 6
C EILING L INE B EYOND
Bb
Cc 14420
D
02
A43.02
TOP OF STEE LWORK R .L 2 8.930
TOP OF TR US S R.L 28 .715
Dd 9250
VG
SIMILAR MIRRORED
BG
MC2
Ee
D 7975
15475
1.5°
TOP OF TR USS R .L 2 8.935
6100
1.5°
1.5°
POD 11
B
A 11160
1.5°
Ee
056
PLENUM
FOR WALL TYPE REFER 1:100 PLANS
A63.29 BEYOND
200 PFC HOT DIPPED GALVANIZED AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS
HANGIING ANGLED PC1 PANELS UNDER
RECESSED LIGHTING
AUTO BLIND AS SPECIFIED
GREY STREET
FFL 5.030 GRD FLOOR
F.F.L 18.750
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
SUSPENDED CEILING REFER RCP PLANS
U/S OF CEILING
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
04.38
BLIND SUPPORT BRACKET
MC5
FL 7.450 01CWT3 GLAZING
VOID
FFL 01 15.320 A63.26 3 LEVEL
CONCOURSE
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
VOID
CWT4 SPANDREL GLAZING BEHIND PRECAST
HANGIING ANGLED PC1 PANELS UNDER
CL
CWT1 GLAZING SYSTEM
3430
FFL 8.460 LEVEL 1
CWT4 SPANDREL GLAZING BEHIND PRECAST
FFL 5.030
02
VAR IES
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR ALL EXTERNAL 7° FINISHES
1035
PCO OFFICE
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND VOID SPECIFICATION
3085
STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
VAR IES
FFL 8.460 LEVEL 1
BEYOND
EXISTING 01 GROUND LINE A63.26 SHOWN DASHED STUCTURAL
PLENUM
CL
STACK JOINT TO FACADE ENGINEER'S DETAILS
FFL 18.750 LEVEL 4
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
CONC2. FOR JOINT SETOUT REFER A33 SERIES DWGS VOID CWT3 GLAZING
PLENUM
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
ANGLED AUTOMATIC AIR INTAKE AWNING WINDOWS TO FACADE ENGINEER'S DETAILS
A63.26
GREY STREET
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
1500
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
CFC
3085
PLANS FOR EXTENT
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
F.F.L 11.890
SIM
01
3430
FFL 8.460 FFL 11.890 LEVEL LEVEL 1 2
CFC CLAD ANGLED CONCRETE COLUMN BEHIND SHOWN DASHED. REFER 02 ENGINEERS VOID A63.26 SPECIFICATIONS CFC SOFFIT. REFER RCP
AUTO BLIND AS SPECIFIED
A63.29
SUSPENDED CFC SOFFIT AND SPECIFICATIONS VOID ON EXTERNAL GRADE HANGERS AS SPECIFIED
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
02.13
TO
BOARDROOM
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
1000 TO SILL
VOID
ONC2 ROJECTION
PCO OFFICE
HANGIING ANGLED PC1 PANELS UNDER
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS DWGS
7°
PAINT FINISH PFC BLIND CONCOURSE SUPPORT BRACKET 02.27
DETAILS
STACK JOINT TO FACADE ENGINEER'S DETAILS 03.20
ING 1100 GLAZ
ING 1100 GLAZ
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
325
PAINT FINISH SHS COLUMN TO STRUCTURAL ENGINEER'S DETAILS
670
MC5 VOID PANELIZED VERTICAL BLADE REFER TO PLAN DETAILS BONDEK SLAB REFER AND CL FACADE ENGINEER'S STRUCTURAL ENG. DETAILS 470AND SPECIFCIATION
04
SUSPENDED CEILING REFER RCP PLANS
COLUMN TO STRUCTURAL ENGINEER'S DETAILS CL
FALL
NGLED COLUMN BEYOND GP GLAZING MC3 CLAD PROJECTION. YSTEM. FOR STRUCTURE REFER 03 EFER A63.26 ACADE TO STRUCTURAL PECIFICATION ENGINEER'S DETAILS
3430
VOID
FFL 15.320 LEVEL 3
04.15
SHS PLENUM FRAME. REFER STRUCTURAL ENGINEERS DWG'S
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
PCO OFFICE PAINT FINISH SHS
A63.26
FFL 11.890 LEVEL 2
03.20
PAINT FINISH WB AND CL BRACKETS TO670 STRUCTURAL ENGINEER'S DETAILS
690
5400
01
BOARDROOM
A63.26
1040
MC5
A63.26 STUCTURAL STEEL TRUSS SUPPORT FOR PRECAST PANELS. REFER STRUCTURAL ENGINEERS DWGS
CWT4 SPANDREL GLAZING WWT1 GLAZING SYSTEM TO BEHIND PRECAST FACADE SPECIFICATION
FFL 5.030
1715
400
CWT3 GLAZING BEYOND
75
A63.26
VOID
400
04
VOID
CL FFL 24.150 LEVEL 5
75
1000
75
VOID
05
HEAD BEAM TO STRUCTURAL ENG. DETAILS
200 PFC HOT FFL 18.750 GALVANIZED AS PER ENGINEER'S ONC2 PROJECTION LEVEL 4 STRUCTURAL SPECIFICATIONS
PLENUM
FOR WALL TYPE REFER 1:100 PLANS
VOID
ALTRAC FALL ARREST SYSTEM AS SPECIFIED
35MM ALUMINIUM TOPHATS ON METAL FRAMING DIPPED TO ALL SIDES
400 75 400
175
ANGLED AUTOMATIC AIR ANGLED WWT1 INTAKE AWNINGGLAZING SYSTEM WINDOWS TO FACADE ENGINEER'S DETAILS PAINTED AND SPECIFICATIONS CFC ON
01
A63.23
1000
04.15
VARIES
ONC2 ROJECTION
TYPCIAL STACK JOINT. REFER FACADE ENGINEERS DETAILS
AUTO BLIND AS SPECIFIED
SIM
CL
PCO OFFICE
GIRTS FIXED BETWEEN SHS FRAME REFER STRUCTURAL ENGINEERS DWGS
SUSPENDED CEILING REFER RCP PLANS
FFL 28.450 LEVEL 6
A63.29
3085
03
FFL 11.890 LEVEL 2
SIM ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
01
VOID
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
GP GLAZING YSTEM. EFER A63.26 ACADE PECIFICATION
05.21
TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
02.13
02 A63.26
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
CFC SOFFIT. REFER RCP PLANS FOR EXTENT
15.320 FFL 8.460FFL LEVEL 3 LEVEL 1
VOID
TERRACE
1130
A63.26
MC5D
STRUCTURAL STEEL CWT1 GLAZING SYSTEM
PCO OFFICE
1000 TO SILL
VOID
FFL 24.150 LEVEL 5
3430
SYSTEM
VOID
05
1100 GLA ZING
1130
STRUCTURAL BEAM. REFER STRUCTURAL ENGINEERS ANGLED WWT1 DWGS GLAZING
SIM
01
A63.23
F.F.L 18.750
BLIND SUPPORT BRACKET
4300
175
1715
PAINTED CFC ON 35MM ALUMINIUM TOPHATS ON METAL FRAMING TO ALL SIDES
ANGLED 150MM PC1 PANELS ON DEADLOAD CORBELS FIXED TO STRUCTURE
NGLED COLUMN BEYOND
CWT2 INSULATED SPANDREL GLASS. REFER FACADE ENGINEERS DETAILS AND ANGLED HOT DIP SPECIFICATION GALV
GB1 BALUSTRADE
3430
ING 1100 GLAZ
05.21
WWT1 GLAZING SYSTEM TO FACADE SPECIFICATION
ONC2 PROJECTION
CL 470
TERRACE
STRUCTURAL STEEL TRUSS TO SUPPORT PC1 PANELS TO STRUCTURAL ENGINEERS DETAILS
FFL 11.890 LEVEL 2
STEEL BEAM SUPPORT STRUCTURE WITH 2 HR FIRE PROTECTION (AS SPECIFIED) REFER TO STRUCTURAL ENGINEER'S DRAWINGS
STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
GB1 BALUSTRADE
FFL 24.150 LEVEL 5
CONCOURSE 04.38
75 ONC2 ROJECTION
BONDEK SLAB REFER TO STRUCTURAL ENG. DETAILS
685
STACK JOINT TO FACADE ENGINEER'S DETAILS
ANGLED HOT DIP GALV STRUCTURAL STEEL COLUMNS BEYOND. PAINT FINISH
FFL 18.750 LEVEL 4
CL
400
FFL 15.320 LEVEL 3
1035
5400
04 A63.26
PAINT FINISH WB AND BRACKETS TO STRUCTURAL ENGINEER'S DETAILS
600 PAX PLENARY HALL 03.07
N EW FLOOR OVER E XISTING
FOYER
N EW C ON CR ETE PLINTH TO EN GINE ER S DETAILS P AC K TO N EW FLOOR WHERE NECCE SSARY
CORR 03.08
058
059
058
059
5 92
HD FHR HD
HD
HYD
HYD
DB
HD
FHR
FHR
1 009
HD SR
S LA B BE LOW FSL 7.390
HYD
DB
1 147
1 010
1 146
1 010
1 146
1 145
SR
FHR
HD
FHR
Plan - Level 4 HYD
SECTION A CRANKED
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 141
1 004
1 140
1 003
HD
37
HD
1
13
2
12
3
Plan - Level 1
4
2 050 N OM.
VOID
SECTION A CRANKED
C L
CL
1 50
1 00
3 00
SECTION A CRANKED
C L
1 :14
1 :14
C L
Plan - Level 5 Plan - Level 3
SECTION A CRANKED
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
Plan - Ground Level
27
1 6345
28
29
8 00
30
1 33
47
38
2 44
1 24
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
SR
Plan - Level 2
HYD
HD
DB
FHR
HD
HYD
FHR C OMMS
DB
HD
FHR
HYD
FHR
HYD
C OMMS
DB
FHR
FHR HD
FHR
E XISTING QR BU IL DING
HD FHR
FHR HD
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
HD
5 92
HD FHR
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
HD FHR HD
HYD
HYD
DB
HD
FHR
FHR
1 009
1 147
1 010
1 146
1 010
1 146
HD SR
S LA B BE LOW FSL 7.390
HYD
DB
Plan - Level 4
1 145
SR
FHR
HD
FHR
HYD
SECTION A CRANKED
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 004
1 140
1 003
1 141
HD
HD 37 13
1
Plan - Level 1
2 2 050 N OM.
12
3
4
VOID
C L
SECTION A CRANKED
CL
1 50
1 00
3 00
SECTION A CRANKED
C L
C L 1 :14
1 :14
Plan - Level 5 Plan - Level 3
SECTION A CRANKED
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
27
1 6345
Plan - Ground Level
28
29
8 00
30
47
38
1 33
2 44
1 24
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
SR
Plan - Level 2
HYD
HD
DB
FHR
HD
HYD
HYD
FHR
HYD
C OMMS
DB
FHR
HD
C OMMS
DB
FHR HD
FHR
FHR
E XISTING QR BU IL DING
FHR
FHR
HD
FHR HD
HD FHR
5 92
HD FHR HD
HYD
DB
HD
HYD
HD
FHR
FHR
1 009
HYD
HD SR
S LA B BE LOW FSL 7.390
DB
1 147
1 010
1 146
1 010
1 146
1 145
SR
FHR
HD
FHR
SECTION A CRANKED HYD
Plan - Level 4
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 004
1 140
1 003
1 141
HD
HD
Plan - Level 1
2 050 N OM.
CL
1 50
1 00
C L
1 :14
C L
1 :14
C L
SECTION A CRANKED
Plan - Level 3
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
Plan - Ground Level
27
1 6345
28
29
8 00
30
1 24
2 44
060
38
47
1 33
061
5 92
HD FHR HD
HD
HYD
HYD
DB
HD
FHR
FHR
1 009
HD SR
S LA B BE LOW FSL 7.390
HYD
DB
1 147
1 010
1 146
1 010
1 146
1 145
SR
FHR
HD
FHR
Plan - Level 4 HYD
SECTION A CRANKED
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 141
1 004
1 140
1 003
HD
37
HD
1
13
2
12
3
Plan - Level 1
4
2 050 N OM.
VOID
SECTION A CRANKED
C L
CL
1 50
1 00
3 00
SECTION A CRANKED
C L
1 :14
1 :14
C L
Plan - Level 5 Plan - Level 3
SECTION A CRANKED
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
Plan - Ground Level
27
1 6345
28
29
8 00
30
1 33
47
38
2 44
1 24
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
SR
Plan - Level 2
HYD
HD
DB
FHR
HD
HYD
FHR C OMMS
DB
HD
FHR
HYD
FHR
HYD
C OMMS
DB
FHR
FHR HD
FHR
E XISTING QR BU IL DING
HD FHR
FHR HD
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
HD
5 92
HD FHR
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
HD FHR HD
HYD
HYD
DB
HD
FHR
FHR
1 009
1 147
1 010
1 146
1 010
1 146
HD SR
S LA B BE LOW FSL 7.390
HYD
DB
Plan - Level 4
1 145
SR
FHR
HD
FHR
HYD
SECTION A CRANKED
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 004
1 140
1 003
1 141
HD
HD 37 13
1
Plan - Level 1
2 2 050 N OM.
12
3
4
VOID
C L
SECTION A CRANKED
CL
1 50
1 00
3 00
SECTION A CRANKED
C L
C L 1 :14
1 :14
Plan - Level 5 Plan - Level 3
SECTION A CRANKED
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
27
1 6345
Plan - Ground Level
28
29
8 00
30
47
38
1 33
2 44
1 24
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
SR
Plan - Level 2
HYD
HD
DB
FHR
HD
HYD
HYD
FHR
HYD
C OMMS
DB
FHR
HD
C OMMS
DB
FHR HD
FHR
FHR
E XISTING QR BU IL DING
FHR
FHR
HD
FHR HD
HD FHR
5 92
HD FHR HD
HYD
DB
HD
HYD
HD
FHR
FHR
1 009
HYD
HD SR
S LA B BE LOW FSL 7.390
DB
1 147
1 010
1 146
1 010
1 146
1 145
SR
FHR
HD
FHR
SECTION A CRANKED HYD
Plan - Level 4
SECTION A CRANKED
C OMMS
DB
FHR
1 139
1 002
1 137
1 004
1 140
1 003
1 141
HD
HD
Plan - Level 1
2 050 N OM.
CL
1 50
1 00
C L
1 :14
C L
1 :14
C L
SECTION A CRANKED
Plan - Level 3
SECTION A CRANKED
E X . 10.370
V OID
E XISTING QR BU IL DING
E X . 10.350
Plan - Ground Level
27
1 6345
28
29
8 00
30
1 24
2 44
060
38
47
1 33
061
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
37 13
1
2
12
3
4
VOID SECTION A CRANKED
3 00
SECTION A CRANKED
Plan - Level 5
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
HD
37
HYD
SR
13
1
2
3
4
DB
FHR
HD
HYD
DB
FHR
FHR
HYD
C OMMS
12
VOID
DB
FHR HD
FHR
SECTION A CRANKED 3 00
C OMMS
FHR
HYD
SECTION A CRANKED
FHR
HD
HD
HD
Plan - Level 4
Plan - Level 5
2 050 N OM.
C L
C L
CL
C L
Plan - Level 3
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
HD
HYD
HD
HYD
C OMMS
DB
FHR E X . 10.350
DB
FHR
E XISTING QR BU IL DING
SR
E X . 10.370
V OID
HYD
062
063
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
37 13
1
2
12
3
4
VOID SECTION A CRANKED
3 00
SECTION A CRANKED
Plan - Level 5
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
C OL UMNS TO AL IGN WITH E XISTIN G ON L EVEL 4
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
HD
37
HYD
SR
13
1
2
3
4
DB
FHR
HD
HYD
DB
FHR
FHR
HYD
C OMMS
12
VOID
DB
FHR HD
FHR
SECTION A CRANKED 3 00
C OMMS
FHR
HYD
SECTION A CRANKED
FHR
HD
HD
HD
Plan - Level 4
Plan - Level 5
2 050 N OM.
C L
C L
CL
C L
Plan - Level 3
TROLL EY C OOL R OOM EX TE NT HD FHR
HD FHR
FHR HD
HYD
HD
HD
HYD
HD
HYD
C OMMS
DB
FHR E X . 10.350
DB
FHR
E XISTING QR BU IL DING
SR
E X . 10.370
V OID
HYD
062
063
NANJING INTERNATIONAL EXPO CENTER Nanjing, China Architect Kevin Gordon – Principal in Charge and Design Principal Firm tvsdesign
“Curling Dragon, Crouching Tiger! ” Inspired by the local spirit and natural environments surrounding Nanjing, the new Expo Center is the centerpiece of the city’s new downtown area, the New District. The more than 325,160 sqm facility f e a t u r e s m u l t i p l e e x h i b i t h a l l s, a conference center and dozens of meeting rooms. Outdoor exhibition space is also featured in a highly visible location on the grand entry plaza. In addition, a junior ballroom and the grand ballroom offer dynamic views of the surrounding city. Dubbed“Curling Dragon, Crouching Tiger ”, the Nanjing International Expo Center spatially represents an integration of the mountains, water, city and trees which make this historic area so unique.
Area 325,160 m2 Photographer Blain Crellin
064
065
NANJING INTERNATIONAL EXPO CENTER Nanjing, China Architect Kevin Gordon – Principal in Charge and Design Principal Firm tvsdesign
“Curling Dragon, Crouching Tiger! ” Inspired by the local spirit and natural environments surrounding Nanjing, the new Expo Center is the centerpiece of the city’s new downtown area, the New District. The more than 325,160 sqm facility f e a t u r e s m u l t i p l e e x h i b i t h a l l s, a conference center and dozens of meeting rooms. Outdoor exhibition space is also featured in a highly visible location on the grand entry plaza. In addition, a junior ballroom and the grand ballroom offer dynamic views of the surrounding city. Dubbed“Curling Dragon, Crouching Tiger ”, the Nanjing International Expo Center spatially represents an integration of the mountains, water, city and trees which make this historic area so unique.
Area 325,160 m2 Photographer Blain Crellin
064
065
066
067
066
067
068
069
068
069
070
071
070
071
THEME PAVILION Yeosu, Korea Architect Stefan Rutzinger, Kristina Schinegger, Martin Oberascher, Günther Weber Team Lukas Galehr, Christoph Treberspurg, Alice Mayer, Victorie Senesova, Alex Matl, Karin Dobbler, Kathrin Dörfler, Raimund Krenmüller Firm soma Rendering Isochrom Area 6,918 m² Photographer soma
084
11
+25.00 +21.50
The Theme Pavilion for the EXPO 2012 planned by the Austrian architecture office soma opened in Yeosu on May 12th. Soma's design proposal One Ocean was selected as the first prize winner in an open international competition in 2009. The main design intent was to embody the Expo’s theme The Living Ocean and Coast and transform it into a multi-layered architectural experience. Therefore the Expo’s agenda, namely the responsible use of natural resources was not visually represented, but actually embedded into the building, e.g. through the sustainable climate design or the biomimetic approach of the kinetic facade. The cutting-edge facade system was developed together with Knippers Helbig Advanced Engineering and supports the aim of the world exhibition to introduce forward-looking innovations to the public.
+17.85
13
7
F2 +9.00
Continuous transitions between contrasting experiences also form the outer appearance of the Pavilion. Towards the sea the conglomeration of solid concrete cones define a new meandering coastline, a soft edge that is in constant negotiation between water and land. Opposite side the pavilion develops out of the ground into an artificial landscape with plateaus and scenic paths. The topographic lines of the roof turn into lamellas of the kinetic media facade that faces the Expo’s entrance and draws attention to the pavilion after sunset.
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
2
1 F1 +0.00 EL +6.70
10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. ±0.000 11
+25.00 +21.50 +17.85
13
7
F2 +9.00
Architects experience the Ocean mainly in two ways, as an endless surface and in an immersed perspective as depth. This plain/ profound duality of the Ocean motivates the building’s spatial and organizational concept. Continuous surfaces twist from vertical to horizontal orientation and define all significant interior spaces. The vertical cones invite the visitor to immerse into the Theme Exhibition. They evolve into horizontal levels that cover the foyer and become a flexible stage for the Best Practice Area.
7
1 2 3 4 5 6 7 8 9 10 11 12 13 14
F1 +0.00 EL +6.70
1
7
0
25m
0
25m
2 10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. ±0.000
085
THEME PAVILION Yeosu, Korea Architect Stefan Rutzinger, Kristina Schinegger, Martin Oberascher, Günther Weber Team Lukas Galehr, Christoph Treberspurg, Alice Mayer, Victorie Senesova, Alex Matl, Karin Dobbler, Kathrin Dörfler, Raimund Krenmüller Firm soma Rendering Isochrom Area 6,918 m² Photographer soma
084
11
+25.00 +21.50
The Theme Pavilion for the EXPO 2012 planned by the Austrian architecture office soma opened in Yeosu on May 12th. Soma's design proposal One Ocean was selected as the first prize winner in an open international competition in 2009. The main design intent was to embody the Expo’s theme The Living Ocean and Coast and transform it into a multi-layered architectural experience. Therefore the Expo’s agenda, namely the responsible use of natural resources was not visually represented, but actually embedded into the building, e.g. through the sustainable climate design or the biomimetic approach of the kinetic facade. The cutting-edge facade system was developed together with Knippers Helbig Advanced Engineering and supports the aim of the world exhibition to introduce forward-looking innovations to the public.
+17.85
13
7
F2 +9.00
Continuous transitions between contrasting experiences also form the outer appearance of the Pavilion. Towards the sea the conglomeration of solid concrete cones define a new meandering coastline, a soft edge that is in constant negotiation between water and land. Opposite side the pavilion develops out of the ground into an artificial landscape with plateaus and scenic paths. The topographic lines of the roof turn into lamellas of the kinetic media facade that faces the Expo’s entrance and draws attention to the pavilion after sunset.
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
2
1
F1 +0.00 EL +6.70
10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. ±0.000 11
+25.00 +21.50 +17.85
13
7
F2 +9.00
Architects experience the Ocean mainly in two ways, as an endless surface and in an immersed perspective as depth. This plain/ profound duality of the Ocean motivates the building’s spatial and organizational concept. Continuous surfaces twist from vertical to horizontal orientation and define all significant interior spaces. The vertical cones invite the visitor to immerse into the Theme Exhibition. They evolve into horizontal levels that cover the foyer and become a flexible stage for the Best Practice Area.
7
1 2 3 4 5 6 7 8 9 10 11 12 13 14
F1 +0.00 EL +6.70
1
7
0
25m
0
25m
2 10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. ±0.000
085
11
+25.00 +21.50 +17.85
13
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+25.00 EL +31.70
+17.85 EL +24.55
7 F2 +9.00
1 F1 +0.00 EL +6.70 +25.00
3
H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
+21.50 +17.85
F1 +0.00 EL +6.70
10 11
13
7 F2 +9.00
1 F1 +0.00 EL +6.70
0
25m
0
25m
0
25m
3 10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
086
087
11
+25.00 +21.50 +17.85
13
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
1 2 3 4 5 6 7 8 9 10 11 12 13 14
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+25.00 EL +31.70
+17.85 EL +24.55
7 F2 +9.00
1 F1 +0.00 EL +6.70 +25.00
3
H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
+21.50 +17.85
F1 +0.00 EL +6.70
10 11
13
7 F2 +9.00
1 F1 +0.00 EL +6.70
0
25m
0
25m
0
25m
3 10 H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
086
087
1 2 3 4 5 6 7 8 9 10 11 1 12 2 13 3 14 4 5 6 7 8 9 10 11 12 13 14
11
+25.00 +21.50
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform foyer stairs and escalator to best practice area theme / preshow ramp toexhibition main cone viewing platform theme open toexhibition below / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
SOLAR COLLECTORS GREEN ROOF
natural ventilation
warm air
+15.91
7
F2 +9.00
7
7
natural ventilation
11
+25.00 +21.50 F1 +0.00 EL +6.70
9
2
2
cool air
3
4
5
6
9 H.W.L. +3.770
+15.91
M.S.L. +1.808 L.W.L. Âą0.000 7
F2 +9.00
F1 +0.00 EL +6.70
2
7
7
2
3
9
4
5
6
9
0
088
H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
25m
089
1 2 3 4 5 6 7 8 9 10 11 1 12 2 13 3 14 4 5 6 7 8 9 10 11 12 13 14
11
+25.00 +21.50
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform foyer stairs and escalator to best practice area theme / preshow ramp toexhibition main cone viewing platform theme open toexhibition below / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
SOLAR COLLECTORS GREEN ROOF
natural ventilation
warm air
+15.91
7
F2 +9.00
7
7
natural ventilation
11
+25.00 +21.50 F1 +0.00 EL +6.70
9
2
2
cool air
3
4
5
6
9 H.W.L. +3.770
+15.91
M.S.L. +1.808 L.W.L. Âą0.000 7
F2 +9.00
F1 +0.00 EL +6.70
2
7
7
2
3
9
4
5
6
9
0
088
H.W.L. +3.770 M.S.L. +1.808 L.W.L. Âą0.000
25m
089
090
091
090
091
OCBPA
OCBPA SHOW LOBBY
PROMENADE
SHOW LOBBY
PROMENADE
start/end
E2
092
i
start/end
E1
093
OCBPA
OCBPA SHOW LOBBY
PROMENADE
SHOW LOBBY
PROMENADE
start/end
E2
092
i
start/end
E1
093
094
095
094
095
12 8 9
9
7 1
14 5
5
4
14
4
7 9
6
14
6
3
14 4 7
2
2 7 0
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
0
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
0
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+24.00 EL +30.70
096
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+24.00 EL +30.70
097
12 8 9
9
7 1
14 5
5
4
14
4
7 9
6
14
6
3
14 4 7
2
2 7 0
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
0
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
0
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+24.00 EL +30.70
096
10
1 2 3 4 5 6 7 8 9 10 11 12 13 14
25m
foyer theme exhibition / preshow theme exhibition / main show theme exhibition / post show cafe vip area best practice area administration mechanical swimming platform main cone viewing platform stairs and escalator to best practice area ramp to main cone viewing platform open to below
+24.00 EL +30.70
097
NEW CHINA INTERNATIONAL EXHIBITION CENTER Beijing, China Architect Andy McLean - Principal in Charge Firm tvsdesign Area 354,000 m2 Photographer Paul Dingman
098
In an international competition-winning design, tvsdesign presented a master plan for the New China International Exhibition Center that encompasses a mixed-use development as well as the countr y ’s premier exhibition complex. In keeping with Beijing’s vision of livable work environments and significant green space development, the plan links the site to the nearby Wen Yu River and the proposed green belt that runs its length. Drawing from a legacy of monumental civic design that is characteristically Chinese, the 354,000 square meters exhibition center has at its heart a series of gardens arranged along a central north-south axis extended from the river. The building is a minimally expressive framework for these spaces, a group of wall planes, gates, and pavilions that serve to create layers of space and enclose these outdoor rooms. For maximum flexibility, public access is distributed around all sides of the center, alternating with discrete and separate access points for service vehicles. To be built in two phases, the first phase will include eight exhibit halls with a total of 170,000 square meters of exhibit and support space.
099
NEW CHINA INTERNATIONAL EXHIBITION CENTER Beijing, China Architect Andy McLean - Principal in Charge Firm tvsdesign Area 354,000 m2 Photographer Paul Dingman
098
In an international competition-winning design, tvsdesign presented a master plan for the New China International Exhibition Center that encompasses a mixed-use development as well as the countr y ’s premier exhibition complex. In keeping with Beijing’s vision of livable work environments and significant green space development, the plan links the site to the nearby Wen Yu River and the proposed green belt that runs its length. Drawing from a legacy of monumental civic design that is characteristically Chinese, the 354,000 square meters exhibition center has at its heart a series of gardens arranged along a central north-south axis extended from the river. The building is a minimally expressive framework for these spaces, a group of wall planes, gates, and pavilions that serve to create layers of space and enclose these outdoor rooms. For maximum flexibility, public access is distributed around all sides of the center, alternating with discrete and separate access points for service vehicles. To be built in two phases, the first phase will include eight exhibit halls with a total of 170,000 square meters of exhibit and support space.
099
穿过商业区的绿色走廊连接东西两端的绿化带 Recreation/Greenbelt connector through commercial parcels
草坪 Lawn
水园 Water Garden 绿化停车场 Garden Park 光园 Light Garden
雕塑园 Sculpture Garden
木园 Wood Garden 沿绿化带成角度排列的窗口 既提供了视野连接又保证了 绿化带的屏冲作用 Diagonals through landscape buffer allow the connection of views while maintaining screening effect
景观环境图 Landscape Diagram 光滑的黑色河砾石 Polished black river rock 对比铺面 Contrasting paving 格架 Trellis
亭阁 Pavilion
木园 Wood Garden
100
喷水池 Fountains
3.5 米高的光柱 Light columns, 3.5m high
雕塑分布在四个角 1.5 米高的小山丘上 Sculpture on 1.5m high hills,each corner
雕塑园 Sculpture Garden
光园 Light Garden
7 米高的光柱 Light columns, 7m high
水园 Water Garden
101
穿过商业区的绿色走廊连接东西两端的绿化带 Recreation/Greenbelt connector through commercial parcels
草坪 Lawn
水园 Water Garden 绿化停车场 Garden Park 光园 Light Garden
雕塑园 Sculpture Garden
木园 Wood Garden 沿绿化带成角度排列的窗口 既提供了视野连接又保证了 绿化带的屏冲作用 Diagonals through landscape buffer allow the connection of views while maintaining screening effect
景观环境图 Landscape Diagram 光滑的黑色河砾石 Polished black river rock 对比铺面 Contrasting paving 格架 Trellis
亭阁 Pavilion
木园 Wood Garden
100
喷水池 Fountains
3.5 米高的光柱 Light columns, 3.5m high
雕塑分布在四个角 1.5 米高的小山丘上 Sculpture on 1.5m high hills,each corner
雕塑园 Sculpture Garden
光园 Light Garden
7 米高的光柱 Light columns, 7m high
水园 Water Garden
101
北侧入口 North Entry Gate 登录大厅 Registration 自动走道 Moving Walkways
储存和服务空间 Storage and Service Spaces 装卸服务区 Service Court 景观庭院 Garden Courts
西侧展厅入口 West Entry Gate 东侧展厅入口 East Entry Gate 登陆大厅 Registration 登陆大厅 Registration
展览大厅 Exhibit Halls 展厅储藏室 Exhibit Halls Storage 贵宾专用路径 VIP Access
多功能展厅连接会议中心 Multifunction Exhibit Hall with Connetion to Conference Center
综合服务楼 收发室 保安 商店 商务中心 银行 邮局
会议中心 餐饮服务区 穆斯林餐厅 250 人会议厅(可灵活分隔)
General Services Building House Receiving Security Retail Business Center Bank Post Office
Conference Center Food Service Muslim Dining Hall 250 Person Divisible Meeting Room 南门 South Entry Gate 安检 Security Booth
首层平面 ground floor
卫生间 Toilets
商店 / 办公 Small Retail Services/ Offices
小吃 Snacks
紧急出口 Egress Point
办公室
卫生间 Toilets
Office
机电间 Electrical Rooms 办公 / 会议室 Office/Conference
展厅入口 Exhibit Hall Entrance
小吃 Snacks 办公 / 会议室 Office/Conference
资讯台 Information
卫生间 Toilets
连廊卫生间 Corridor Toilets
装卸坡道和码头 Ramp and Docks
卫生间 Toilets
紧急出口 Egress Points 装卸服务区 Service Court
入口 Gate 悬挂点(顶部) Hang Points in Roof Structure 6m×12m Grid
交通大厅 Circulation Concourse 储藏室 Storage
水电气接口槽 (地面) Utility Trenches in Floor
3 米见方展台 3m×3m Booths
2 个相通的展厅(12500 平方米) 2 Halls @ 12,500 sqm: 25,000 sqm Contiguous Space
102
紧急出口 Egress Points
典型展厅布局 typical exhibition hall layout
103
北侧入口 North Entry Gate 登录大厅 Registration 自动走道 Moving Walkways
储存和服务空间 Storage and Service Spaces 装卸服务区 Service Court 景观庭院 Garden Courts
西侧展厅入口 West Entry Gate 东侧展厅入口 East Entry Gate 登陆大厅 Registration 登陆大厅 Registration
展览大厅 Exhibit Halls 展厅储藏室 Exhibit Halls Storage 贵宾专用路径 VIP Access
多功能展厅连接会议中心 Multifunction Exhibit Hall with Connetion to Conference Center
综合服务楼 收发室 保安 商店 商务中心 银行 邮局
会议中心 餐饮服务区 穆斯林餐厅 250 人会议厅(可灵活分隔)
General Services Building House Receiving Security Retail Business Center Bank Post Office
Conference Center Food Service Muslim Dining Hall 250 Person Divisible Meeting Room 南门 South Entry Gate 安检 Security Booth
首层平面 ground floor
卫生间 Toilets
商店 / 办公 Small Retail Services/ Offices
小吃 Snacks
紧急出口 Egress Point
办公室
卫生间 Toilets
Office
机电间 Electrical Rooms 办公 / 会议室 Office/Conference
展厅入口 Exhibit Hall Entrance
小吃 Snacks 办公 / 会议室 Office/Conference
资讯台 Information
卫生间 Toilets
连廊卫生间 Corridor Toilets
装卸坡道和码头 Ramp and Docks
卫生间 Toilets
紧急出口 Egress Points 装卸服务区 Service Court
入口 Gate 悬挂点(顶部) Hang Points in Roof Structure 6m×12m Grid
交通大厅 Circulation Concourse 储藏室 Storage
水电气接口槽 (地面) Utility Trenches in Floor
3 米见方展台 3m×3m Booths
2 个相通的展厅(12500 平方米) 2 Halls @ 12,500 sqm: 25,000 sqm Contiguous Space
102
紧急出口 Egress Points
典型展厅布局 typical exhibition hall layout
103
104
105
104
105
BMW WELT Munich, Germany Architect COOP HIMMELB(L)AU Wolf D. Prix, Helmut Swiczinsky, Wolfdieter Dreibholz ZT GmbH Design Principal Wolf D. Prix Client BMW AG, Munich, Germany Site Area 25,000 m² Gross Floor Area 73,000 m² Photographer Ari Marcopoulos, Duccio Malagamba, Marcus Buck, Christian Richters, Richard Walch
In 2000, the BMW Group decided to build a brand-experience and car-delivery center in close vicinity to the corporate headquarters and the BMW museum. 275 architects participated in an open international competition for the project. In a multi-stage selection procedure, the design by COOP HIMMELB(L)AU came out winning in July 2001.
106
One of the central design ideas is to expand the existing configuration of the BMW Tower and the museum with an additional element so as to create a spatial, ideal, and identity-forming architectural ensemble. The design proposal by COOP HIMMELB(L)AU consists of a large transparent hall with a sculptural roof and a double cone informed by the relation with the existing company headquarter building.
107
BMW WELT Munich, Germany Architect COOP HIMMELB(L)AU Wolf D. Prix, Helmut Swiczinsky, Wolfdieter Dreibholz ZT GmbH Design Principal Wolf D. Prix Client BMW AG, Munich, Germany Site Area 25,000 m² Gross Floor Area 73,000 m² Photographer Ari Marcopoulos, Duccio Malagamba, Marcus Buck, Christian Richters, Richard Walch
In 2000, the BMW Group decided to build a brand-experience and car-delivery center in close vicinity to the corporate headquarters and the BMW museum. 275 architects participated in an open international competition for the project. In a multi-stage selection procedure, the design by COOP HIMMELB(L)AU came out winning in July 2001.
106
One of the central design ideas is to expand the existing configuration of the BMW Tower and the museum with an additional element so as to create a spatial, ideal, and identity-forming architectural ensemble. The design proposal by COOP HIMMELB(L)AU consists of a large transparent hall with a sculptural roof and a double cone informed by the relation with the existing company headquarter building.
107
+ 27.29 + 28,68 + 24.69
50
0
150
100
+ 14.29
200m
SITE PLAN
+6.83
+ 0.00
+ 0.00
- 4.025
- 7.175
- 7.175
- 10.34
- 13.49
- 13.475 + 27.29
+ 28,68 + 24.69
+ 14.29
+6.83
+ 0.00
+ 0.00
- 4.025
- 7.175
- 7.175
- 10.34
- 13.49
- 13.475
0
10
20
30
40
50m
SECTION 1
108
109
+ 27.29 + 28,68 + 24.69
50
0
150
100
+ 14.29
200m
SITE PLAN
+6.83
+ 0.00
+ 0.00
- 4.025
- 7.175
- 7.175
- 10.34
- 13.49
- 13.475 + 27.29
+ 28,68 + 24.69
+ 14.29
+6.83
+ 0.00
+ 0.00
- 4.025
- 7.175
- 7.175
- 10.34
- 13.49
- 13.475
0
10
20
30
40
50m
SECTION 1
108
109
Flow of forces from the roof into the Double Cone Concept for taking the weight of the roof in the area of the Double Cone.
The cone is both a vertical load-bearing element and responsible for Flow of forces from the roof into the Double Cone horizontal rigidity Concept for taking the weight of the roof in the area of the Double Cone. The cone is both a vertical load-bearing element and responsible for horizontal rigidity .
110
111
Flow of forces from the roof into the Double Cone Concept for taking the weight of the roof in the area of the Double Cone.
The cone is both a vertical load-bearing element and responsible for Flow of forces from the roof into the Double Cone horizontal rigidity Concept for taking the weight of the roof in the area of the Double Cone. The cone is both a vertical load-bearing element and responsible for horizontal rigidity .
110
111
S14
S4
S3 4
9
S1
9
6
9
6
4 4
4
4 4 7
7
6 6
7
6
4
8 4
4
10 10
15
4
14
S14
13
6
S3
S4
S1 1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL 0
1 2 1 3 2 4 3 5 4 6 5 6
Parken Technik Parken Tagesspeicher Technik Betrieb Tagesspeicher Fahrzeugvorbereitung Betrieb Ausstellung / Versammlung Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 7 Junior Forum Campus / Auditorium 9 8 10 Restaurant Premiere / Fahrzeug端bergabe 9 Junior Campus 11 Kundenlounge 10 / Fahrzeug端bergabe 12 Premiere Exklusivlounge 11 Kundenlounge 12 Exklusivlounge
13 14 13 15 14 16 15 17 16 18 17 18
Exklusivauslieferung Gruppenzentrum Exklusivauslieferung Briefing Center Gruppenzentrum Markenakademie Briefing Center Forum Businesscenter Markenakademie Forum Terrasse Forum Businesscenter Forum Terrasse
0
10
20
30
40m
0
10
20
30
LEVEL 1 40m LEVEL 1
112
113
S14
S4
S3 4
9
S1
9
6
9
6
4 4
4
4 4 7
7
6 6
7
6
4
8 4
4
10 10
15
4
14
S14
13
6
S3
S4
S1 1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL 0
1 2 1 3 2 4 3 5 4 6 5 6
Parken Technik Parken Tagesspeicher Technik Betrieb Tagesspeicher Fahrzeugvorbereitung Betrieb Ausstellung / Versammlung Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 7 Junior Forum Campus / Auditorium 9 8 10 Restaurant Premiere / Fahrzeug端bergabe 9 Junior Campus 11 Kundenlounge 10 / Fahrzeug端bergabe 12 Premiere Exklusivlounge 11 Kundenlounge 12 Exklusivlounge
13 14 13 15 14 16 15 17 16 18 17 18
Exklusivauslieferung Gruppenzentrum Exklusivauslieferung Briefing Center Gruppenzentrum Markenakademie Briefing Center Forum Businesscenter Markenakademie Forum Terrasse Forum Businesscenter Forum Terrasse
0
10
20
30
40m
0
10
20
30
LEVEL 1 40m LEVEL 1
112
113
+ 7.50
4
8 + 7.50
4
+13.33
11 +13.03
+5.00
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
13 14 15 16 17 18
10
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL 3
8
+ 6.83
17 17
4
+ 7.21
+ 6.83
4
17 + 7.50
+ 19.33
18
4 10
16
+ 14.00
+ 20.50
+ 9.41
+ 8.00
+ 10.00
+ 8.05
12
+ 5.00
+ 6.17
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
40m
LEVEL 2 0
10
20
30
40m
LEVEL 4
114
115
+ 7.50
4
8 + 7.50
4
+13.33
11 +13.03
+5.00
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
13 14 15 16 17 18
10
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL 3
8
+ 6.83
17 17
4
+ 7.21
+ 6.83
4
17 + 7.50
+ 19.33
18
4 10
16
+ 14.00
+ 20.50
+ 9.41
+ 8.00
+ 10.00
+ 8.05
12
+ 5.00
+ 6.17
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
40m
LEVEL 2 0
10
20
30
40m
LEVEL 4
114
115
2
2 2
4 4
4
4
2
2
4
4 4 4
5
5 3
3
4
6
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
40m
LEVEL -1
0
10
20
30
40m
LEVEL -2
116
117
2
2 2
4 4
4
4
2
2
4
4 4 4
5
5 3
3
4
6
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
40m
LEVEL -1
0
10
20
30
40m
LEVEL -2
116
117
2
1 2
1
3
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
10
0
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
30
20
40m
LEVEL -3
2
2
1
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL -4
118
119
2
1 2
1
3
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
10
0
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
30
20
40m
LEVEL -3
2
2
1
1 2 3 4 5 6
Parken Technik Tagesspeicher Betrieb Fahrzeugvorbereitung Ausstellung / Versammlung
7 Forum / Auditorium 8 Restaurant 9 Junior Campus 10 Premiere / Fahrzeug端bergabe 11 Kundenlounge 12 Exklusivlounge
0
10
13 14 15 16 17 18
Exklusivauslieferung Gruppenzentrum Briefing Center Markenakademie Forum Businesscenter Forum Terrasse
20
30
40m
LEVEL -4
118
119
0
10
20
30
40m
ROOF LEVEL
120
121
0
10
20
30
40m
ROOF LEVEL
120
121
122
123
122
123
THE CONVENSIA CONVENTION CENTER Incheon, Korea Firm Kohn Pedersen Fox Associates (KPF) Architect James von Klemperer, Richard Nemeth, Jisop Han, Jorge Mendoza Project Team Brian Chung, Elie Gamburg, Markus Hocherl, Heejin Kim, Joon-Hyuk Lee, Chloe Li, Emily Menez, Nadine Pinkett, Daniel Treinen, Udoiwod Udoiwod Area 111,000 m2 Photographer Woneyu Lee, Hans-Georg Esch, Jae-Seong
156
157
THE CONVENSIA CONVENTION CENTER Incheon, Korea Firm Kohn Pedersen Fox Associates (KPF) Architect James von Klemperer, Richard Nemeth, Jisop Han, Jorge Mendoza Project Team Brian Chung, Elie Gamburg, Markus Hocherl, Heejin Kim, Joon-Hyuk Lee, Chloe Li, Emily Menez, Nadine Pinkett, Daniel Treinen, Udoiwod Udoiwod Area 111,000 m2 Photographer Woneyu Lee, Hans-Georg Esch, Jae-Seong
156
157
The ConvensiA Convention Center is conceptualized as a series of folded roof planes – a "landscape" that draws upon the central p a r k s e t t i n g a n d i n v o ke s t h e jagged profile of the surrounding mountains. LEED certified sustainable design engages with the natural world on another level. The large-scale folds contain the main programmatic elements, including exhibition halls and prefunction areas. The curved roofs, like a series of upturned boat hulls, float above freestanding support spaces. The planar areas between the hull-shaped forms generate openings that engage the street and provide gathering spaces. A head-house area contains meeting rooms, the ballroom, and administrative spaces.
158
159
The ConvensiA Convention Center is conceptualized as a series of folded roof planes – a "landscape" that draws upon the central p a r k s e t t i n g a n d i n v o ke s t h e jagged profile of the surrounding mountains. LEED certified sustainable design engages with the natural world on another level. The large-scale folds contain the main programmatic elements, including exhibition halls and prefunction areas. The curved roofs, like a series of upturned boat hulls, float above freestanding support spaces. The planar areas between the hull-shaped forms generate openings that engage the street and provide gathering spaces. A head-house area contains meeting rooms, the ballroom, and administrative spaces.
158
159
160
161
160
161
162
163
162
163
164
165
164
165
166
167
166
167
168
169
168
169
THE POD EXHIBITION PAVILION Kuala Lumpur, Malaysia Architect Luca F. Nicoletti, Serina Hijjas Firm Studio Nicoletti Associati Italy and Hijjas Kasturi Associates Sdn, Malaysia Construction Bina Jurati Sdn Bhd Photographer H. Lim Ho Area 800 m2
In the area of Petaling Jaya, west of Kuala Lumpur, a great urban development is under way for the establishment of a new urban center. As a landmark of this area, the developer wanted to host his on-site offices and sale's showroom in an iconic pavilion that would reflect the spirit and the architectural style of the whole development. Water droplets in nature were the inspiration for "The Pod" pavilion structure, creating a dynamic spherical form resulting in a primitive building archetype with a modern twist. The round and soft shape of The Pod is formed as a series of elliptical sections of variable widths and heights. Slither of windows brings natural daylight into the spaces below. Internally the pavilion is divided into two parts: one zone is
170
dedicated to the office area and the other contains the main showroom. The building appears to be sliced diagonally into a series of ribbons which wrap up and over the building creating a dynamic space within, forming a layered protective shell. The structure is fabricated from tubular steel members with the exterior skin made of spectrally reflective aluminum panels. The exterior skin's color shades changes depending on the reflection of the sun, dynamically. The Pod is surrounded by greenery with a reflective water pool wrapping around the edges that will contribute to the bioclimatic behavior and wellness of its inhabitants.
171
THE POD EXHIBITION PAVILION Kuala Lumpur, Malaysia Architect Luca F. Nicoletti, Serina Hijjas Firm Studio Nicoletti Associati Italy and Hijjas Kasturi Associates Sdn, Malaysia Construction Bina Jurati Sdn Bhd Photographer H. Lim Ho Area 800 m2
In the area of Petaling Jaya, west of Kuala Lumpur, a great urban development is under way for the establishment of a new urban center. As a landmark of this area, the developer wanted to host his on-site offices and sale's showroom in an iconic pavilion that would reflect the spirit and the architectural style of the whole development. Water droplets in nature were the inspiration for "The Pod" pavilion structure, creating a dynamic spherical form resulting in a primitive building archetype with a modern twist. The round and soft shape of The Pod is formed as a series of elliptical sections of variable widths and heights. Slither of windows brings natural daylight into the spaces below. Internally the pavilion is divided into two parts: one zone is
170
dedicated to the office area and the other contains the main showroom. The building appears to be sliced diagonally into a series of ribbons which wrap up and over the building creating a dynamic space within, forming a layered protective shell. The structure is fabricated from tubular steel members with the exterior skin made of spectrally reflective aluminum panels. The exterior skin's color shades changes depending on the reflection of the sun, dynamically. The Pod is surrounded by greenery with a reflective water pool wrapping around the edges that will contribute to the bioclimatic behavior and wellness of its inhabitants.
171
172
173
172
173
174
175
174
175
176
177
176
177
178
179
178
179
180
181
180
181
182
183
182
183
184
185
184
185
PALM SPRINGS CONVENTION CENTER Palm Springs, California, USA Architect Fentress Architects Area 11,149 m2 Photographer Nick Merrick © Hedrich Blessing; Jason A. Knowles © Fentress Architects; © Fentress Architects
"Palm Springs is a uniquely beautiful place, and I am proud to know that visitors to the Convention Center will see that beauty mirrored in this building. This is sure to cement the city's reputation as a premier destination for meetings and conventions." – Mayor Ron Oden, Mayor of Palm Springs, California. When the City of Palm Springs asked for a new image for their convention center, they sought one that would provide a unique experience and a lasting memory to visitors who use the building. In addition, they felt that the center should create a sense of civic pride for the citizens of Palm Springs. Deriving inspiration from the surrounding landscape, Fentress Architects created a design that incorporates natural materials, mirroring the arid desert and the nearby mountain range.
visual themes throughout the design. The undulating mountain ridgeline with its windswept edges inspired the building's roofline, held aloft by irregularly shaped and canted stone pylons. The roofline welcomes and shelters guests as it guides them to the main entry, clearly announcing the building's entrance. Relocating the main entry from the east side to the west side of the building was in important design decision that resulted in a two-fold accomplishment: creation of a pedestrian connection to the downtown, and reorientation of the building views toward the city's stunning mountains. The amiable desert climate allowed the creation of spaces that flow from interior to exterior, such as the integration of outdoor oases. Sliding open the 12-meter-long glass doors between the areas connect interior and exterior. The spaces are imbued with the colors and textures of the desert – sun, shade, water and color.
Cantilevered rock formations, mountain crevices, and cracked desert earth provided
334
335
PALM SPRINGS CONVENTION CENTER Palm Springs, California, USA Architect Fentress Architects Area 11,149 m2 Photographer Nick Merrick © Hedrich Blessing; Jason A. Knowles © Fentress Architects; © Fentress Architects
"Palm Springs is a uniquely beautiful place, and I am proud to know that visitors to the Convention Center will see that beauty mirrored in this building. This is sure to cement the city's reputation as a premier destination for meetings and conventions." – Mayor Ron Oden, Mayor of Palm Springs, California. When the City of Palm Springs asked for a new image for their convention center, they sought one that would provide a unique experience and a lasting memory to visitors who use the building. In addition, they felt that the center should create a sense of civic pride for the citizens of Palm Springs. Deriving inspiration from the surrounding landscape, Fentress Architects created a design that incorporates natural materials, mirroring the arid desert and the nearby mountain range.
visual themes throughout the design. The undulating mountain ridgeline with its windswept edges inspired the building's roofline, held aloft by irregularly shaped and canted stone pylons. The roofline welcomes and shelters guests as it guides them to the main entry, clearly announcing the building's entrance. Relocating the main entry from the east side to the west side of the building was in important design decision that resulted in a two-fold accomplishment: creation of a pedestrian connection to the downtown, and reorientation of the building views toward the city's stunning mountains. The amiable desert climate allowed the creation of spaces that flow from interior to exterior, such as the integration of outdoor oases. Sliding open the 12-meter-long glass doors between the areas connect interior and exterior. The spaces are imbued with the colors and textures of the desert – sun, shade, water and color.
Cantilevered rock formations, mountain crevices, and cracked desert earth provided
334
335
336
337
336
337
338
339
338
339
340
341
340
341
342
343
342
343
344
345
344
345
COOP HIMMELB(L)AU
INDEX
COOP HIMMELB(L)AU was founded by Wolf D. Prix, Helmut Swiczinsky, and Michael Holzer in Vienna, Austria, in 1968, and is active in architecture, urban planning, design, and art. In 1988, a second studio was opened in Los Angeles, USA. Further project studios are located in Frankfurt, Germany; Paris, France; and Hongkong, China. COOP HIMMELB(L)AU employs currently 150 team members from nineteen nations.
CRAWFORD ARCHITECTS Crawford Architects is an international full-service practice with offices in Kansas City, Missouri, USA and Sydney, NSW, Australia. They bring a wealth of planning expertise to communities worldwide. They are a leading expert in the design of mixed-use developments and specialize in their integration with public assembly facilities such as stadiums and arena facilities, convention centers, and major elements of public infrastructure. They add value to the developments that they create through innovation. The personnel comprising their team include professionally qualified, award-winning architects and planners who have provided key senior leadership roles on some of the most successful and challenging projects in the industry. The firm specializes in all aspects of the planning and design of complex projects encompassing: convention centers, mixed use, entertainment, sports, parking structures, retail, hotels, housing, commercial office facilities and higher – education. They are intimately familiar with the processes and issues associated with these projects and are recognized for their planning expertise, innovative design capabilities, accurate documentation and timely delivery of their work product. As an international practice, Crawford’s business model is unique in that the firm offers faster development timelines through the utilization of several time zones between the Kansas City and Sydney offices and by the integration of real-time communication technology into their project design and delivery methodologies. This technology means that projects can be worked on virtually around the clock with two production shifts per day resulting in time and cost savings for their clients.
FRANCISCO MANGADO Born in Navarre in 1957, Francisco Mangado earned his architecture degree from the University of Navarre School of Architecture in 1982, and has since made this institution the center of his teaching career. He has been a Guest Professor at Harvard’s Graduate School of Design, as well as Eero Saarinen Visiting Professor at Yale’s School of Architecture. He is Studio Professor in the Navarre school’s Master of Architectural Design program and Visiting Professor at l’École Polytechnique Fédérale de Lausanne. In June 2008 he set up the Fundación Arquitectura y Sociedad, which aims to help increase architecture’s interaction with other fields of knowledge and action. The numerous distinctions he has received include the Thiene Architecture Award, the Architécti Prize, and the FAD Award for Architecture. The year 2009 brought him the Giancarlo Ius Gold Medal of the UIA, the García Mercadal Prize, the Copper in Architecture Award, the International Architecture Award, and the National Architecture Award of Spain’s Council of Architects’ Associations (CSCAE). He was named a RIBA International Fellow in December 2011.
380
BENTHEM CROUWEL ARCHITEKTEN BV BNA Benthem Crouwel was set up in 1979 by Jan Benthem and Mels Crouwel. A year later the office landed its first big commission from the Government Building Agency. Benthem Crouwel became responsible for all border crossing points. In addition, the office soon carried out major work, and continues to do so today, at Schiphol Airport. Icons like Sonsbeek Pavilion and House Almere were also completed. In 1999 Benthem Crouwel was awarded the BNA Cube. The jury viewed the work as "of great value to Dutch architectural practice. Despite the complexity of the commissions, the work is marked by its clear structure, pure design and distinct character." The commissions are highly varied and span different scales. From complex infrastructure projects and public buildings with huge visitor numbers to information desks and interior color schemes. Museums, shopping centers, universities, buildings for music, assisted living centers, urban studies and master plans are all designed with the same passion. The projects reveal a fascination with solving complicated problems and, equally, attention to the smallest detail.
DANIEL LIBESKIND Daniel Libeskind, B.Arch. M.A. BDA AIA, is an international architect and designer. His practice extends worldwide from museums and concert halls to convention centers, universities, hotels, shopping centers, and residential projects. Born in Lodz, Poland in 1946, Libeskind was a virtuoso musician at a young age before giving up music to become an architect. He has received numerous awards and designed world-renowned projects including: the Jewish Museum in Berlin, the Denver Art Museum, the Royal Ontario Museum in Toronto, the Military History Museum in Dresden, and the masterplan for Grand Zero among others. Daniel Libeskind’s commitment to expanding the scope of architecture reflects his profound interest and involvement in philosophy, art, literature and music. Fundamental to Libeskind’s philosophy is the notion that buildings are crafted with the perceptible human energy, and that they address the greater cultural context in which they are built. Daniel teaches and lectures at universities across the world. He resides in New York City with his wife and business partner, Nina Libeskind.
PLASMA STUDIO ZAHA HADID Zaha Hadid studied architecture at the Architectural Association from 1972 and was awarded the Diploma Prize in 1977. As the founder of Zaha Hadid Architects, she was awarded the Pritzker Architecture Prize (considered to be the Nobel Prize of architecture) in 2004 and is internationally known for both her theoretical and academic work. Each of her dynamic and innovative projects builds on over thirty years of revolutionary exploration and research in the interrelated fields of urbanism, architecture and design. Hadid’s interest lies in the rigorous interface between architecture, landscape and geology as her practice integrates natural topography and human-made systems, leading to experimentation with cutting-edge technologies. Such a process often results in unexpected and dynamic architectural forms.
Plasma Studio is a leading emergent architecture and design practice with worldwide scope and outlook, engaging seamlessly a wide range of scales and types including furniture design, houses, hotels, cultural projects as well as landscape and urban planning. Starting with a range of small but challenging refurbishment projects in London between 1999 and 2002, founding partners Eva Castro and Holger Kehne then completed various new buildings in the Italian Dolomites where they opened a studio location with partner Ulla Hell in 2002. The studio is best known for its architectural use of form and geometry. Shifts, folds and bends create surface continuities that are never arbitrary but part of a consistent spatial and structural organization. Space becomes expanded, new potentials arise, new experiences abound. A reduced palette of materials and colors with minimal clean detailing is used in order to let dynamic ephemeral events, such as light changes, reflections and people’s movements happen and be noticed.
OLANO Y MENDO ARQUITECTOS LMN LMN specializes in designing convention centers, cultural arts venues, higher education facilities, commercial and mixed-use developments and urban environments that celebrate and enrich communities. The Seattle, WA-based firm designs both public and private projects with a particular focus on their connections to the public realm. Founded in 1979, LMN has earned an international reputation for highquality design, successfully managing complex projects, and delivering progressive, sustainable solutions. LMN’s approach draws upon the people, program, and place to create architecture that evokes a unique experience and contributes to the evolution of a community’s culture. Through rigorous exploration and research of the possibilities offered by modern technology, the firm’s work combines functional spaces with concepts that redefine the model of urban development.
KOHN PEDERSEN FOX ASSOCIATES Kohn Pedersen Fox Associates (KPF) is one of the world’s pre-eminent architecture firms, providing architecture, interior, programming and master planning services for clients in both the public and private sectors. Operating as one firm with six global offices, KPF is led by 20 Principals and 14 Directors. The firm’s 500+ staff members come from 43 different countries, speak more than 30 languages, and include over 70 LEED accredited professionals. KPF’s diverse portfolio, which features over 70 projects certified or pursuing green building certification, comprises corporate, hospitality, residential, academic, civic, transportation, and mixed-use projects located in more than 35 countries.
Olano y Mendo Arquitectos S.L. was founded by the architects Daniel Olano and Alberto Mendo in 1998. The firm has been involved in the planning, development and construction of numerous projects and building works, as well as other consultancy and management projects for large-scale developments, urban developments, work on unique urban spaces (Special Interior Renovation Plans and Special Plans for the Protection and Rehabilitation of Urban Centers) and technical assistance work related to urban development and building for local councils. The work of the firm is complemented by the development of interior design projects.
CEPEZED ARCHITECTS cepezed enjoys a solid reputation for its user and use-oriented architecture, providing a rich spatial experience. The manifestation is both modest and striking. Without explicitly demanding attention, the projects claim their own space in a forceful and self-evident way. Internally, they are characterized by friendliness, flexibility and compliance. cepezed directs equal effort to the result and to the process leading to its realization. Accordingly, the designs have a strictly rational structure and can be quickly realized by means of technologically advanced, industrially manufactured components. As cepezed’s favourite construction material, daylight makes a major contribution to the sustainability of the projects. Cost, time and quality are firmly under control at cepezed.
381
COOP HIMMELB(L)AU
INDEX
COOP HIMMELB(L)AU was founded by Wolf D. Prix, Helmut Swiczinsky, and Michael Holzer in Vienna, Austria, in 1968, and is active in architecture, urban planning, design, and art. In 1988, a second studio was opened in Los Angeles, USA. Further project studios are located in Frankfurt, Germany; Paris, France; and Hongkong, China. COOP HIMMELB(L)AU employs currently 150 team members from nineteen nations.
CRAWFORD ARCHITECTS Crawford Architects is an international full-service practice with offices in Kansas City, Missouri, USA and Sydney, NSW, Australia. They bring a wealth of planning expertise to communities worldwide. They are a leading expert in the design of mixed-use developments and specialize in their integration with public assembly facilities such as stadiums and arena facilities, convention centers, and major elements of public infrastructure. They add value to the developments that they create through innovation. The personnel comprising their team include professionally qualified, award-winning architects and planners who have provided key senior leadership roles on some of the most successful and challenging projects in the industry. The firm specializes in all aspects of the planning and design of complex projects encompassing: convention centers, mixed use, entertainment, sports, parking structures, retail, hotels, housing, commercial office facilities and higher – education. They are intimately familiar with the processes and issues associated with these projects and are recognized for their planning expertise, innovative design capabilities, accurate documentation and timely delivery of their work product. As an international practice, Crawford’s business model is unique in that the firm offers faster development timelines through the utilization of several time zones between the Kansas City and Sydney offices and by the integration of real-time communication technology into their project design and delivery methodologies. This technology means that projects can be worked on virtually around the clock with two production shifts per day resulting in time and cost savings for their clients.
FRANCISCO MANGADO Born in Navarre in 1957, Francisco Mangado earned his architecture degree from the University of Navarre School of Architecture in 1982, and has since made this institution the center of his teaching career. He has been a Guest Professor at Harvard’s Graduate School of Design, as well as Eero Saarinen Visiting Professor at Yale’s School of Architecture. He is Studio Professor in the Navarre school’s Master of Architectural Design program and Visiting Professor at l’École Polytechnique Fédérale de Lausanne. In June 2008 he set up the Fundación Arquitectura y Sociedad, which aims to help increase architecture’s interaction with other fields of knowledge and action. The numerous distinctions he has received include the Thiene Architecture Award, the Architécti Prize, and the FAD Award for Architecture. The year 2009 brought him the Giancarlo Ius Gold Medal of the UIA, the García Mercadal Prize, the Copper in Architecture Award, the International Architecture Award, and the National Architecture Award of Spain’s Council of Architects’ Associations (CSCAE). He was named a RIBA International Fellow in December 2011.
380
BENTHEM CROUWEL ARCHITEKTEN BV BNA Benthem Crouwel was set up in 1979 by Jan Benthem and Mels Crouwel. A year later the office landed its first big commission from the Government Building Agency. Benthem Crouwel became responsible for all border crossing points. In addition, the office soon carried out major work, and continues to do so today, at Schiphol Airport. Icons like Sonsbeek Pavilion and House Almere were also completed. In 1999 Benthem Crouwel was awarded the BNA Cube. The jury viewed the work as "of great value to Dutch architectural practice. Despite the complexity of the commissions, the work is marked by its clear structure, pure design and distinct character." The commissions are highly varied and span different scales. From complex infrastructure projects and public buildings with huge visitor numbers to information desks and interior color schemes. Museums, shopping centers, universities, buildings for music, assisted living centers, urban studies and master plans are all designed with the same passion. The projects reveal a fascination with solving complicated problems and, equally, attention to the smallest detail.
DANIEL LIBESKIND Daniel Libeskind, B.Arch. M.A. BDA AIA, is an international architect and designer. His practice extends worldwide from museums and concert halls to convention centers, universities, hotels, shopping centers, and residential projects. Born in Lodz, Poland in 1946, Libeskind was a virtuoso musician at a young age before giving up music to become an architect. He has received numerous awards and designed world-renowned projects including: the Jewish Museum in Berlin, the Denver Art Museum, the Royal Ontario Museum in Toronto, the Military History Museum in Dresden, and the masterplan for Grand Zero among others. Daniel Libeskind’s commitment to expanding the scope of architecture reflects his profound interest and involvement in philosophy, art, literature and music. Fundamental to Libeskind’s philosophy is the notion that buildings are crafted with the perceptible human energy, and that they address the greater cultural context in which they are built. Daniel teaches and lectures at universities across the world. He resides in New York City with his wife and business partner, Nina Libeskind.
PLASMA STUDIO ZAHA HADID Zaha Hadid studied architecture at the Architectural Association from 1972 and was awarded the Diploma Prize in 1977. As the founder of Zaha Hadid Architects, she was awarded the Pritzker Architecture Prize (considered to be the Nobel Prize of architecture) in 2004 and is internationally known for both her theoretical and academic work. Each of her dynamic and innovative projects builds on over thirty years of revolutionary exploration and research in the interrelated fields of urbanism, architecture and design. Hadid’s interest lies in the rigorous interface between architecture, landscape and geology as her practice integrates natural topography and human-made systems, leading to experimentation with cutting-edge technologies. Such a process often results in unexpected and dynamic architectural forms.
Plasma Studio is a leading emergent architecture and design practice with worldwide scope and outlook, engaging seamlessly a wide range of scales and types including furniture design, houses, hotels, cultural projects as well as landscape and urban planning. Starting with a range of small but challenging refurbishment projects in London between 1999 and 2002, founding partners Eva Castro and Holger Kehne then completed various new buildings in the Italian Dolomites where they opened a studio location with partner Ulla Hell in 2002. The studio is best known for its architectural use of form and geometry. Shifts, folds and bends create surface continuities that are never arbitrary but part of a consistent spatial and structural organization. Space becomes expanded, new potentials arise, new experiences abound. A reduced palette of materials and colors with minimal clean detailing is used in order to let dynamic ephemeral events, such as light changes, reflections and people’s movements happen and be noticed.
OLANO Y MENDO ARQUITECTOS LMN LMN specializes in designing convention centers, cultural arts venues, higher education facilities, commercial and mixed-use developments and urban environments that celebrate and enrich communities. The Seattle, WA-based firm designs both public and private projects with a particular focus on their connections to the public realm. Founded in 1979, LMN has earned an international reputation for highquality design, successfully managing complex projects, and delivering progressive, sustainable solutions. LMN’s approach draws upon the people, program, and place to create architecture that evokes a unique experience and contributes to the evolution of a community’s culture. Through rigorous exploration and research of the possibilities offered by modern technology, the firm’s work combines functional spaces with concepts that redefine the model of urban development.
KOHN PEDERSEN FOX ASSOCIATES Kohn Pedersen Fox Associates (KPF) is one of the world’s pre-eminent architecture firms, providing architecture, interior, programming and master planning services for clients in both the public and private sectors. Operating as one firm with six global offices, KPF is led by 20 Principals and 14 Directors. The firm’s 500+ staff members come from 43 different countries, speak more than 30 languages, and include over 70 LEED accredited professionals. KPF’s diverse portfolio, which features over 70 projects certified or pursuing green building certification, comprises corporate, hospitality, residential, academic, civic, transportation, and mixed-use projects located in more than 35 countries.
Olano y Mendo Arquitectos S.L. was founded by the architects Daniel Olano and Alberto Mendo in 1998. The firm has been involved in the planning, development and construction of numerous projects and building works, as well as other consultancy and management projects for large-scale developments, urban developments, work on unique urban spaces (Special Interior Renovation Plans and Special Plans for the Protection and Rehabilitation of Urban Centers) and technical assistance work related to urban development and building for local councils. The work of the firm is complemented by the development of interior design projects.
CEPEZED ARCHITECTS cepezed enjoys a solid reputation for its user and use-oriented architecture, providing a rich spatial experience. The manifestation is both modest and striking. Without explicitly demanding attention, the projects claim their own space in a forceful and self-evident way. Internally, they are characterized by friendliness, flexibility and compliance. cepezed directs equal effort to the result and to the process leading to its realization. Accordingly, the designs have a strictly rational structure and can be quickly realized by means of technologically advanced, industrially manufactured components. As cepezed’s favourite construction material, daylight makes a major contribution to the sustainability of the projects. Cost, time and quality are firmly under control at cepezed.
381
FENTRESS ARCHITECTS
SOMA
CCM²
RIEGLER RIEWE ARCHITECTS
Fentress Architects is a global design firm that passionately pursues the creation of sustainable and iconic architecture. Together with their clients, Fentress creates inspired design to improve the human environment. Founded by Curtis Fentress in 1980, the firm has designed US$26 billion of architectural projects worldwide, visited by over 300 million people each year. Fentress is a dynamic learning organization, driven to grow its ability to design, innovate and exceed client expectations. The firm has been honored with more than 385 distinctions for design excellence and innovation, and in 2010, Curtis Fentress was recognized by the American Institute of Architects with the most prestigious award for public architecture, the Thomas Jefferson Award. Fentress has studios in Denver, Colorado; Los Angeles, California; San Jose, California; Washington, D.C.; and London, U.K.
soma is a creative and innovative practice founded in 2009 in Austria by four partners, Martin Oberascher, Stefan Rutzinger, Kristina Schinegger and Günther Weber. soma engages architecture as an ongoing inquiry and experimentation. The studio’s field of activities ranges from the development of contemporary design strategies and innovative implementation methods to theoretical research. soma understands architecture as thinking in concepts, that deploy their potentials in spatial, physical and sensuous experiences. The office won prizes in various international competitions and has successfully worked on the implemention of international projects. soma has collected design expertise and professional experience in international collaborations and prestigious international projects. soma specializes in high-standard and complex digital design processes and the implementation of complex and advanced geometries. Their work has been widely published in international publications and exhibitions, such as the Venice Architecture Biennale 2010 (Austrian Pavilion). soma operates offices in Vienna and Salzburg.
Established in 1963, Côté Chabot Morel Architectes (CCM²) is among Québec City’s largest architecture firms. Experienced professionals and technologists have always formed a solid team that has never shied away from reinventing itself. Today, the company is led by Pierre and Mathieu Morel, who hold more than 50 years of experience between them and are assisted by a permanent team of skilled designers and technicians. CCM² is known for the quality of its work and its ability to provide distinctive and original concepts that respect the budget and deadline. They are also recognized for its excellent professional services, focused on customer and user satisfaction and on quality architecture. Over the past fifteen years, their team's energy, creativity and constant search for new ideas has garnered the firm with over twenty awards for the quality of its work. Many of these were at national level.
Since its foundation in 1987 the office Riegler Riewe Architects‘ approach has always been focused rather on the process than on the product – led by the belief that well – conceived and usable architectural concepts that are limited to the essential facilitate an economic and unobtrusive realization. Riegler Riewe are particularly interested in the confrontations and interrelations of a sociocultural approach to architectural and urban planning issues. For Riegler Riewe, in this experimental field, architectural-conceptual strategies definitely have priority over formal considerations. In their effort to incorporate sophisticated architectural design with innovative technical concepts, Riegler Riewe understand the process of designing a building as an interdisciplinary task bringing together leading specialists in their respective fields for reaching a high degree of sustainability as well as cost efficiency.
NIETO&SOBEJANO FUENSANTA NIETO and ENRIQUE SOBEJANO are graduated Architects of the Escuela Técnica Superior de Arquitectura Madrid and the GSAP Columbia University, New York. USA. They teach currently at the Universidad Europea de Madrid (UEM) and at the Universität der Künste of Berlin (UdK), and are partners of the office Nieto Sobejano Arquitectos S.L. Both have been visiting critics and/ or referents at various Spanish and international universities and institutions. From 1986 to 1991 they were editors of the architectural journal "ARQUITECTURA" edited by the Architectural Association of Madrid (Colegio Oficial de Arquitectos de Madrid). Their work has been published in various Spanish and international magazines and books and has been exhibited among others, at Biennale di Venezia 2000, 2002 and 2006.
R. SCOTT SICKELER During his twenty years at tvsdesign, Scott has been involved in some of the highest profile and most complex hotel, mixed use and convention center projects in the firm’s history. Part of what drew Scott to these building types is his facility with master planning and his strength at understanding the implications of the decisions made in the initial phases to the ultimate experience of the final built work. This understanding was derived through years of taking these complex problems from concept design to built reality; he is involved in all phases and components. He is the director of the tvsdesign hospitality segment and leads the design of a diverse range of hotel projects.
ROBERT J. SVEDBERG Rob joined tvsdesign in 1992 and has played key roles in a wide variety of project types including convention centers, hospitality, mixed use, corporate office campuses, retail and cultural facilities. With key design roles in many of tvsdesign’s award winning projects, he is a firm leader in the design of large and complex convention center and mixeduse projects, including the Puerto Rico Convention Center, Raleigh Convention Center, headquarters campuses for Merrill Lynch and large hospitality projects. Rob has spoken internationally on convention center focused on developments and convention center operations. Rob is very active in his community and sits on the City of Atlanta’s SPI-1 Development Review Committee and Marietta Street Artery Association’s Land Use Committee. He is active in firm wide leadership roles including strategic planning and employee ownership issues. As chairman of tvsdesign’s Employee Stock Ownership Plan (ESOP) committee, Rob has spoken nationally on employee communication and training issues.
382
RENÉ VAN ZUUK René van Zuuk studied building production technology at the Technical University Eindhoven, where he graduated in 1988. Directly after receiving his engineers diploma, he started working at the office of Skidmore, Owings & Merrill in London and Chicago(1988-1989). In 1989 he won the competition “Ongewoon wonen II” (Unusual living II) in Almere with the design for his own house “Psyche”. His first project did not go unnoticed and got immediate attention from the architectural world. After realizing the project in 1992 René van Zuuk started his own architectural office in Almere. In the past twenty years the office has created an interesting portfolio with a large variety of designs. Underlying in all the designs is the continuous search for methods which can guide the projects. The aim is to unite a maximised degree of "particularity" of the final product with simplicity in manufacturing. René van Zuuk’s knowledge of building production technology, is of crucial importance. Almost every project derives its expression from an idea, an invention that initiates and boosts the design process.
TVSDESIGN As the world's leading convention center design firm, tvsdesign continues to have a significant impact in the industry. Their practice re-invented the convention center, focusing on emerging trends and bringing people together in both business and civic life. Their projects are often the largest and most complex investment that a client or community will undertake. This is a great responsibility that energizes their approach to transformative projects which tangibly represent the community's values and inspire the human spirit. Through this focus, they have designed four of the five largest convention facilities in North America and three of the most visited exhibition facilities in China. Their projects for Chicago, Washington D.C., and Philadelphia won national AIA and ULI design awards for re-envisioning what a convention center looks like, how it works and what market it serves – all within public works' budgets and challenging schedules. At tvsdesign, they have dedicated their professional lives to the advancement of the science, business and art of convention centers. Their 35 years of collective wisdom and expertise – from local to international markets – allows them to provide innovative, inspired design insight to meet the unique challenges of each client's vision more efficiently – with a sensitivity to the community, and an aesthetic awareness of culture and environment. Making memorable spaces with unique value is at the forefront of their vision from conception to completion of each public assembly project.
RENZO PIANO Renzo Piano was born in September 1937 in Genoa, the ancient Italian port on the Mediterranean. He studied in Florence and in Milan, where he worked in the office of Franco Albini and experienced the first student rebellions of the 1960s. Born into a family of builders, frequent visits to his father Carlo’s building sites gave him the opportunity to combine practical with academic experience. He graduated from the Politecnico University in Milan in 1964. From 1965 to 1970, he combined his first experimental work with his brother Ermanno together with numerous trips to Great Britain and the United States. In 1971, he set up the Piano & Rogers office in London with Richard Rogers. Together they won the competition for the Centre Pompidou and he subsequently moved to Paris. From the early 1970s to the 1990s, he worked with the engineer Peter Rice, sharing the Atelier Piano & Rice from 1977 to 1981. In 1981, the Renzo Piano Building Workshop (RPBW) was established, and it currently has a staff of 150 and offices in Paris, Genoa and New York. RPBW has designed buildings all around the world.
RAMON ESTEVE The architect Ramón Esteve (Valencia, 1964) is one of the most important representatives of the Valencian contemporary architecture. Formed at the Superior Technique School of Architecture of Madrid, his prolific and versatile work includes an important variety of projects, from big public equipments, such as the Biomedical Research Center, the New La Fe Hospital in Valencia, health centers, schools, conventions and cultural centers; to libraries, office buildings or a church. Ramón Esteve’s activity also excels in a very notable way in design area, originated as a natural development of his architectural projects, having given cause for the creation of several furniture collections for international brands.
STUDIO NICOLETTI ASSOCIATI STUDIO NICOLETTI ASSOCIATI, founded in 1957, delivers world-class professional design and management services. Studio Nicoletti Associati offers award winning architectural design, progressive infrastructure engineering, highly ranked project and construction management and is known for its quality and professionalism. With over 30 professionals, it is one of the eldest and largest firms in Rome. It can deliver total services to a project or form flexible work teams that can integrate into a larger group in partnering and sub-consulting roles. The Studio practice has expanded through all major aspects of urban and building design in Italy, USA, Europe, Africa, the Middle East and the Far East.
As a consequence Riegler Riewe’s projects do not only recieve national and international attention for their design but moreover prove to be highly effective and efficient in every aspect of everyday use. Riegler Riewe Architects have gained a very high reputation not only in Austria but also in many other countries as well. As a result, Riegler Riewe Architects have been invited to competitions in Austria, Italy, Germany and Switzerland.
COX RAYNER ARCHITECTS Cox Rayner Architects is the Queensland office of Cox Architecture, an Australian and international practice with projects in Singapore, China, India, Indonesia and the Middle East. Cox Rayner is renowned as a practice which translates urban design into architecture which responds integrally to context, place and culture. The practice is especially distinguished in creating innovative solutions for tropical and subtropical climates, with environmental performance at the fore. The practice is internationally recognized by winning two World Architecture Festival (Barcelona) Awards for the Helix Pedestrian Bridge in Singapore and the Kurilpa Pedestrian Bridge in Brisbane. Durability to create inventive ways to integrate structure and architecture has also resulted in a specialization in Exhibition and Convention Centers, major examples being Brisbane, Cairns North Queensland and Changi Singapore.
STUDIO MANFRONI & ASSOCIATI (MMAA) Studio Manfroni & Associati (MMAA) was founded in La Spezia (Italy) in 1986 by Mario Manfroni as Chief Executive. Patrizia Burlando joined MMAA in 1993, Daniela Cappelletti in 1999 and Danilo Sergiampietri in 2001. MMAA works internationally across all key construction sectors for both the public and private clients and is known for providing complete projects to transform areas for different uses with the target of getting high architectural quality, technical innovation and controlled costs. The main results are a high level of concreteness and implementation of most of the planned projects. Realized projects include the Trade Fair Center, the Riva Shipyard and an Office and Production Center in La Spezia, the Reuse of the Former Railway Lines in Levanto, a Road Police Station in Mondovì, Cuneo and a number of private residential buildings. MMAA's current projects include Safran Palace in La Spezia, the Idroscalo Park Renovation in Milan, three new Office Buildings in La Spezia, a Marina in Gelendzhik (Russia) and the Conversion of a Former Furnace Building in La Spezia.
383
FENTRESS ARCHITECTS
SOMA
CCM²
RIEGLER RIEWE ARCHITECTS
Fentress Architects is a global design firm that passionately pursues the creation of sustainable and iconic architecture. Together with their clients, Fentress creates inspired design to improve the human environment. Founded by Curtis Fentress in 1980, the firm has designed US$26 billion of architectural projects worldwide, visited by over 300 million people each year. Fentress is a dynamic learning organization, driven to grow its ability to design, innovate and exceed client expectations. The firm has been honored with more than 385 distinctions for design excellence and innovation, and in 2010, Curtis Fentress was recognized by the American Institute of Architects with the most prestigious award for public architecture, the Thomas Jefferson Award. Fentress has studios in Denver, Colorado; Los Angeles, California; San Jose, California; Washington, D.C.; and London, U.K.
soma is a creative and innovative practice founded in 2009 in Austria by four partners, Martin Oberascher, Stefan Rutzinger, Kristina Schinegger and Günther Weber. soma engages architecture as an ongoing inquiry and experimentation. The studio’s field of activities ranges from the development of contemporary design strategies and innovative implementation methods to theoretical research. soma understands architecture as thinking in concepts, that deploy their potentials in spatial, physical and sensuous experiences. The office won prizes in various international competitions and has successfully worked on the implemention of international projects. soma has collected design expertise and professional experience in international collaborations and prestigious international projects. soma specializes in high-standard and complex digital design processes and the implementation of complex and advanced geometries. Their work has been widely published in international publications and exhibitions, such as the Venice Architecture Biennale 2010 (Austrian Pavilion). soma operates offices in Vienna and Salzburg.
Established in 1963, Côté Chabot Morel Architectes (CCM²) is among Québec City’s largest architecture firms. Experienced professionals and technologists have always formed a solid team that has never shied away from reinventing itself. Today, the company is led by Pierre and Mathieu Morel, who hold more than 50 years of experience between them and are assisted by a permanent team of skilled designers and technicians. CCM² is known for the quality of its work and its ability to provide distinctive and original concepts that respect the budget and deadline. They are also recognized for its excellent professional services, focused on customer and user satisfaction and on quality architecture. Over the past fifteen years, their team's energy, creativity and constant search for new ideas has garnered the firm with over twenty awards for the quality of its work. Many of these were at national level.
Since its foundation in 1987 the office Riegler Riewe Architects‘ approach has always been focused rather on the process than on the product – led by the belief that well – conceived and usable architectural concepts that are limited to the essential facilitate an economic and unobtrusive realization. Riegler Riewe are particularly interested in the confrontations and interrelations of a sociocultural approach to architectural and urban planning issues. For Riegler Riewe, in this experimental field, architectural-conceptual strategies definitely have priority over formal considerations. In their effort to incorporate sophisticated architectural design with innovative technical concepts, Riegler Riewe understand the process of designing a building as an interdisciplinary task bringing together leading specialists in their respective fields for reaching a high degree of sustainability as well as cost efficiency.
NIETO&SOBEJANO FUENSANTA NIETO and ENRIQUE SOBEJANO are graduated Architects of the Escuela Técnica Superior de Arquitectura Madrid and the GSAP Columbia University, New York. USA. They teach currently at the Universidad Europea de Madrid (UEM) and at the Universität der Künste of Berlin (UdK), and are partners of the office Nieto Sobejano Arquitectos S.L. Both have been visiting critics and/ or referents at various Spanish and international universities and institutions. From 1986 to 1991 they were editors of the architectural journal "ARQUITECTURA" edited by the Architectural Association of Madrid (Colegio Oficial de Arquitectos de Madrid). Their work has been published in various Spanish and international magazines and books and has been exhibited among others, at Biennale di Venezia 2000, 2002 and 2006.
R. SCOTT SICKELER During his twenty years at tvsdesign, Scott has been involved in some of the highest profile and most complex hotel, mixed use and convention center projects in the firm’s history. Part of what drew Scott to these building types is his facility with master planning and his strength at understanding the implications of the decisions made in the initial phases to the ultimate experience of the final built work. This understanding was derived through years of taking these complex problems from concept design to built reality; he is involved in all phases and components. He is the director of the tvsdesign hospitality segment and leads the design of a diverse range of hotel projects.
ROBERT J. SVEDBERG Rob joined tvsdesign in 1992 and has played key roles in a wide variety of project types including convention centers, hospitality, mixed use, corporate office campuses, retail and cultural facilities. With key design roles in many of tvsdesign’s award winning projects, he is a firm leader in the design of large and complex convention center and mixeduse projects, including the Puerto Rico Convention Center, Raleigh Convention Center, headquarters campuses for Merrill Lynch and large hospitality projects. Rob has spoken internationally on convention center focused on developments and convention center operations. Rob is very active in his community and sits on the City of Atlanta’s SPI-1 Development Review Committee and Marietta Street Artery Association’s Land Use Committee. He is active in firm wide leadership roles including strategic planning and employee ownership issues. As chairman of tvsdesign’s Employee Stock Ownership Plan (ESOP) committee, Rob has spoken nationally on employee communication and training issues.
382
RENÉ VAN ZUUK René van Zuuk studied building production technology at the Technical University Eindhoven, where he graduated in 1988. Directly after receiving his engineers diploma, he started working at the office of Skidmore, Owings & Merrill in London and Chicago(1988-1989). In 1989 he won the competition “Ongewoon wonen II” (Unusual living II) in Almere with the design for his own house “Psyche”. His first project did not go unnoticed and got immediate attention from the architectural world. After realizing the project in 1992 René van Zuuk started his own architectural office in Almere. In the past twenty years the office has created an interesting portfolio with a large variety of designs. Underlying in all the designs is the continuous search for methods which can guide the projects. The aim is to unite a maximised degree of "particularity" of the final product with simplicity in manufacturing. René van Zuuk’s knowledge of building production technology, is of crucial importance. Almost every project derives its expression from an idea, an invention that initiates and boosts the design process.
TVSDESIGN As the world's leading convention center design firm, tvsdesign continues to have a significant impact in the industry. Their practice re-invented the convention center, focusing on emerging trends and bringing people together in both business and civic life. Their projects are often the largest and most complex investment that a client or community will undertake. This is a great responsibility that energizes their approach to transformative projects which tangibly represent the community's values and inspire the human spirit. Through this focus, they have designed four of the five largest convention facilities in North America and three of the most visited exhibition facilities in China. Their projects for Chicago, Washington D.C., and Philadelphia won national AIA and ULI design awards for re-envisioning what a convention center looks like, how it works and what market it serves – all within public works' budgets and challenging schedules. At tvsdesign, they have dedicated their professional lives to the advancement of the science, business and art of convention centers. Their 35 years of collective wisdom and expertise – from local to international markets – allows them to provide innovative, inspired design insight to meet the unique challenges of each client's vision more efficiently – with a sensitivity to the community, and an aesthetic awareness of culture and environment. Making memorable spaces with unique value is at the forefront of their vision from conception to completion of each public assembly project.
RENZO PIANO Renzo Piano was born in September 1937 in Genoa, the ancient Italian port on the Mediterranean. He studied in Florence and in Milan, where he worked in the office of Franco Albini and experienced the first student rebellions of the 1960s. Born into a family of builders, frequent visits to his father Carlo’s building sites gave him the opportunity to combine practical with academic experience. He graduated from the Politecnico University in Milan in 1964. From 1965 to 1970, he combined his first experimental work with his brother Ermanno together with numerous trips to Great Britain and the United States. In 1971, he set up the Piano & Rogers office in London with Richard Rogers. Together they won the competition for the Centre Pompidou and he subsequently moved to Paris. From the early 1970s to the 1990s, he worked with the engineer Peter Rice, sharing the Atelier Piano & Rice from 1977 to 1981. In 1981, the Renzo Piano Building Workshop (RPBW) was established, and it currently has a staff of 150 and offices in Paris, Genoa and New York. RPBW has designed buildings all around the world.
RAMON ESTEVE The architect Ramón Esteve (Valencia, 1964) is one of the most important representatives of the Valencian contemporary architecture. Formed at the Superior Technique School of Architecture of Madrid, his prolific and versatile work includes an important variety of projects, from big public equipments, such as the Biomedical Research Center, the New La Fe Hospital in Valencia, health centers, schools, conventions and cultural centers; to libraries, office buildings or a church. Ramón Esteve’s activity also excels in a very notable way in design area, originated as a natural development of his architectural projects, having given cause for the creation of several furniture collections for international brands.
STUDIO NICOLETTI ASSOCIATI STUDIO NICOLETTI ASSOCIATI, founded in 1957, delivers world-class professional design and management services. Studio Nicoletti Associati offers award winning architectural design, progressive infrastructure engineering, highly ranked project and construction management and is known for its quality and professionalism. With over 30 professionals, it is one of the eldest and largest firms in Rome. It can deliver total services to a project or form flexible work teams that can integrate into a larger group in partnering and sub-consulting roles. The Studio practice has expanded through all major aspects of urban and building design in Italy, USA, Europe, Africa, the Middle East and the Far East.
As a consequence Riegler Riewe’s projects do not only recieve national and international attention for their design but moreover prove to be highly effective and efficient in every aspect of everyday use. Riegler Riewe Architects have gained a very high reputation not only in Austria but also in many other countries as well. As a result, Riegler Riewe Architects have been invited to competitions in Austria, Italy, Germany and Switzerland.
COX RAYNER ARCHITECTS Cox Rayner Architects is the Queensland office of Cox Architecture, an Australian and international practice with projects in Singapore, China, India, Indonesia and the Middle East. Cox Rayner is renowned as a practice which translates urban design into architecture which responds integrally to context, place and culture. The practice is especially distinguished in creating innovative solutions for tropical and subtropical climates, with environmental performance at the fore. The practice is internationally recognized by winning two World Architecture Festival (Barcelona) Awards for the Helix Pedestrian Bridge in Singapore and the Kurilpa Pedestrian Bridge in Brisbane. Durability to create inventive ways to integrate structure and architecture has also resulted in a specialization in Exhibition and Convention Centers, major examples being Brisbane, Cairns North Queensland and Changi Singapore.
STUDIO MANFRONI & ASSOCIATI (MMAA) Studio Manfroni & Associati (MMAA) was founded in La Spezia (Italy) in 1986 by Mario Manfroni as Chief Executive. Patrizia Burlando joined MMAA in 1993, Daniela Cappelletti in 1999 and Danilo Sergiampietri in 2001. MMAA works internationally across all key construction sectors for both the public and private clients and is known for providing complete projects to transform areas for different uses with the target of getting high architectural quality, technical innovation and controlled costs. The main results are a high level of concreteness and implementation of most of the planned projects. Realized projects include the Trade Fair Center, the Riva Shipyard and an Office and Production Center in La Spezia, the Reuse of the Former Railway Lines in Levanto, a Road Police Station in Mondovì, Cuneo and a number of private residential buildings. MMAA's current projects include Safran Palace in La Spezia, the Idroscalo Park Renovation in Milan, three new Office Buildings in La Spezia, a Marina in Gelendzhik (Russia) and the Conversion of a Former Furnace Building in La Spezia.
383