face change presentation
DESCRIPTION
Face Change presentation by Mic Patterson of Enclos - Chicago Facades+ 2014TRANSCRIPT
FACE CHANGE
FACE CHANGE
innovationand rapid evolution in
building skin technology
today’s facade technology is not what it was 5 years — or even 3 years ago...
OUT WITH THE OLD
the appearance and performance of the urban environment must undergo transformation
TRANSITION
find the DRIVERS OF CHANGEand leverage them to innovate
dominant drivers today in building skin technology• geometric complexity• material and process diversity• acoustical performance
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
Fulton Street Transit Center
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Fulton Street Transit CenterNew York, NY
ARCHITECTGrimshaw ArchitectsARTISTJames Carpenter Design AssociatesGCPlaza Construction + Schiavone ConstructionCABLE NET FABTriPyramid StructuresCOMPLETION2014BUILDING TYPEtransportation hubFAÇADEsolar reflector shell, free form cable net structure
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Fulton Street Transit CenterNew York, NY
ARCHITECTGrimshaw ArchitectsARTISTJames Carpenter Design AssociatesGCPlaza Construction + Schiavone ConstructionCABLE NET FABTriPyramid StructuresCOMPLETION2014BUILDING TYPEtransportation hubFAÇADEsolar reflector shell, free form cable net structure
1056coordinates
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Fulton Street Transit CenterNew York, NY
952unique panels
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Fulton Street Transit CenterNew York, NY
1universal connector
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
Bill & Melinda Gates Foundation
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Gates FoundationSeattle, WA
ARCHITECTNBBJGCSellenFAÇADE CONSULTANTMorrison HershfieldCOMPLETION2012PROGRAMtwo 6-story buildings, 900,000 sqftBUILDING TYPEcultural FAÇADEdesign/assist–design/build custom curtainwall and cable net systems
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Gates FoundationSeattle, WA
vertical cable supported
glass facade
ARCHITECTNBBJGCSellenFAÇADE CONSULTANTMorrison HershfieldCOMPLETION2012PROGRAMtwo 6-story buildings, 900,000 sqftBUILDING TYPEcultural FAÇADEdesign/assist–design/build custom curtainwall and cable net systems
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
300,000 sqft custom
unitized curtainwall
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
New San Diego United States Courthouse
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
New San Diego United States CourthouseSan Diego, CA
ARCHITECTRichard Meier & Partners ArchitectsGCHensel Phelps ConstructionFAÇADE CONSULTANTCurtainwall Design ConsultingCOMPLETION2012PROGRAM16-stories, 467,000 sqftBUILDING TYPEcourthouseFAÇADE300,000 sqft
extensiveterracotta
PROJECT CASE STUDIES
ARCHITECTRichard Meier & Partners ArchitectsGCHensel Phelps ConstructionFAÇADE CONSULTANTCurtainwall Design ConsultingCOMPLETION2012PROGRAM16-stories, 467,000 sqftBUILDING TYPEcourthouseFAÇADE300,000 sqft
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
New San Diego United States CourthouseSan Diego, CA
oversized 9 x 19 ft
IGUs
complexAESS
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
West 57th Street
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
West 57th StNew York, NY
ARCHITECTBjarke Ingels GroupGCHunter RobertsFAÇADE CONSULTANTIsrael Berger & AssociatesCOMPLETION2016BUILDING TYPEresidential
2.3.9 - 625 W. 57th St.
Sloped Panel Wall
Wall Type 1
Analysis
Utilizing our inhouse software development capabilities, we were able to custom tailor a set of procedures to study geometrical characteristics of the sloped wall system. The images to the right are a sampling of these analysis. It estimates the warpage for the structural framing and galvanized back pans as well as the stainless steel cladding panels. They depict initial geometry and the subsequent subdivisions to create individual unit and panel discretization. It is our intent to use these tool to further optimize the final geometry to establish a more robust and economical solution to the panel system.
Less than 1/2” over the length of the panel
Less than 1/4” over the length of the panel
Less than 1” over the length of the panel
Less than 2” over the length of the panel
Less than 3” over the length of the panel
Less than 4” over the length of the panel
Sloped Wall - Framing and Mullion Subdivision
Sloped Wall - Initial Panel Analysis
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
study of geometrical characteristics of sloped wall system to estimate the warpage for structural framing and galvanized back pans, as well as the stainless steel cladding panels
images depict initial geometry and subsequent subdivisions to create individual unit and panel discretization
West 57th StNew York, NY
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
West 57th StNew York, NY
Panel Composition1. Aluminum2. Shop Applied Structural Silicone3. Field Applied Sealant4. Gasket5. Thermal Insolator6. Backer Rod7. “Wiper” Gasket8. Mineral Wool Insulation9. Steel10. Fasteners11. Insulated Glass Unit12. Galvanized Panel13. Stainless Steel Panel14. SS Window Washing Track15. Coated Metal Panel
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
West 57th StNew York, NY
sloped wall cross section detail and 3D rendering
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
Tilt!
PROJECT CASE STUDIES
SFMOMA
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
SFMOMASan Francisco, CA
ARCHITECTSnohettaGCWebcorCOMPLETION2016PROGRAM10-stories, 185,000 sqft expansionBUILDING TYPEcivicFAÇADEdesign/assist for 8 custom wall types
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
SFMOMASan Francisco, CA
panelwarpage
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
SFMOMASan Francisco, CA
FRPpanels
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
single pass unitized system:insulation, primary and secondary weather barrier and FRP armature are pre-fabricated into a unitized system
unitized system uses aluminum framing to allow for certain units to be slightly cold warped into position along the double curved surfaces of the east and west elevations
SFMOMASan Francisco, CA
largest application
of FRP in the US to date
FRP panelperforated aluminum panel
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
SFMOMASan Francisco, CA
National Fire Protection Associaton 285:Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
World Trade Center Transportation Hub
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation HubNew York, NY
ARCHITECTSantiago CalatravaGCTishman Construction / Turner Construction Company JVCOMPLETION2014BUILDING TYPEtransportationFAÇADEdesign/build for operable skylight system
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
operableskylight
World Trade Center Transportation HubNew York, NY
ARCHITECTSantiago CalatravaGCTishman Construction / Turner Construction Company JVCOMPLETION2014BUILDING TYPEtransportationFAÇADEdesign/build for operable skylight system
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
rapidprototyping
World Trade Center Transportation HubNew York, NY
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
National Museumof African American
History & Culture
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
National Museum of African American History & CultureWashington, DC
ARCHITECTFreelon Adjaye Bond / SmithGroup
GCClark Construction Group
COMPLETION2015
BUILDING TYPEcultural
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
corona screen
3
2
5
4
11
11
11
6
8
10
9
7
1
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
National Museum of African American History & CultureWashington, DC
SYSTEM COMPONENTS
1. Corona Panels
2. Corona Steel Vertical
3. Corona Steel Frames
4. Steel Spandrel
5. Steel Horizontal Truss
6. Steel Mullions
7. Stainless Steel Castings
8. Stainless Steel Cables
9. Stainless Steel Rods
10. Steel Bottom Box Beam
11. Curtain Wall
12. Glass Skylight
13. Glass Canopy
14. Rafter Panel
Ultra High Performance
Concrete
Stamped Bronze Sheet Cast Bronze
Cast Aluminum with Bronze
Sprayed Finish
Stamped Aluminum with Bronze
Sprayed Finish
Cast Aluminum with Painted Finish
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
corona panel
samples
National Museum of African American History & CultureWashington, DC
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
National Museum of African American History & CultureWashington, DC
cast aluminum fabrication
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
National Museum of African American History & CultureWashington, DC
structural analysis
Cast Aluminum - A356.0-T6WL = 25 psf (1.2 kPa)
Deflection: 0.274 in < 0.36 in OKStress: 11.9 ksi < 21.6 ksi OK
Utilization: 55.2%
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
full-scalemock up
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
Tilt!
PROJECT CASE STUDIES
New StandfordHospital
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTRafael Vinoly ArchitectsGCClark / McCarthy JVFAÇADE CONSULTANTAllana Buick & BersCOMPLETION2018PROGRAM7-stories, 812,000 sqftBUILDING TYPEhealthcareFAÇADEcomprehensive design/assist–design/build package including custom unitized curtainwall, metal panels + doors
New Stanford HospitalStanford, CA
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
pressurized double skin
facade
ARCHITECTRafael Vinoly ArchitectsGCClark / McCarthy JVFAÇADE CONSULTANTAllana Buick & BersCOMPLETION2018PROGRAM7-stories, 812,000 sqftBUILDING TYPEhealthcareFAÇADEcomprehensive design/assist–design/build package including custom unitized curtainwall, metal panels + doors
New Stanford HospitalStanford, CA
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street SFMOMA
Tilt!
PROJECT CASE STUDIES
Colombia University: Jerome L Greene Science Center
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Colombia University: Jerome L Greene Science CenterNew York, NY
rendering courtesy of Columbia University
ARCHITECTRenzo Piano Building WorkshopCOMPLETION2015PROGRAM10-stories, 362,700 sqftBUILDING TYPEeducation / researchFAÇADE175,988 sqft of building skin
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Colombia University: Jerome L Greene Science CenterNew York, NY
6wall types
rendering courtesy of Columbia University
ARCHITECTRenzo Piano Building WorkshopCOMPLETION2015PROGRAM10-stories, 362,700 sqftBUILDING TYPEeducation / researchFAÇADE175,988 sqft of building skin
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
twin-span double skin
facade
5.8 - Columbia University
70
80
90
100
Leve
l (dB
re: 2
0 P
a)
Northbound Trains (77 - 83 dB(A))
Southbound Trains (88 - 92 dB(A))
30
40
50
60
25 32 40 50 63 80 100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
1000
0
Sou
nd P
ress
ure
L
Frequency (Hz)
( ( ))
Ambient - Vehicle Traffic (No Trains) 62 - 71 dB(A)
Space TypeRecommended
NC-CurveEquivalent Sound
level (dB)
Conference rooms 25-30 35-40
Private Offices 30-35 40-45
Open-plan Areas 35-40 45-50
Business machines/computers 40-45 50-55
Laboratories 35-40 45-50
Corridors 30-35 40-45
Public Areas 35-40 45-50
Lecture and classrooms 25-30 35-40
Open-plan classrooms 35-40 45-50
Movie motion picture theaters 30-35 40-45
Libraries 35-40 40-50
Restaurants 40-45 50-55
Table 4 - Noise Criteria Rating
Figure 8 - SPL Measurements of Building Exterior APPENDIX G - SM&W Measured Train Noise
Wall Type WT-3 Outside / Inside Noise Analysis
Wall type WT-3 encloses the east, northeast and southeast faces of the building. As such it is directly subjected to noise caused by the elevated train, which is located within 60’ of the building facade. The curtainwall design adapts a very efficient double skin envelop to mitigated the excessive noise levels caused by the train traffic.
A series of in situ test were conducted by “SM&W Acoustical Consultants” and was submitted as part of the contract documents. These results were employed in the report.
Although, the most accurate way of estimating the sound pressure level inside the building, is to perform field mock-up tests, it is possible to use an approximated procedure to compute the facade’s noise ingress.
The noise level in a room due to sound penetrating a façade element may be calculated according to BS EN 12354-3 and BS 8233 from:
L2=L1- R + 10Log(S/V) + 10Log(T) + 11
Where:
• L2 = noise level in room dB• L1 = external free field noise dB.• R = sound reduction index dB• S = area of façade portion, m2.• V = room volume, m3
• T = reverberation time, s.
In this report typical field measurements from each of the three noise conditions (ambient vehicular traffic, northbound and southbound train traffic) were used
to estimate the room noise level for a typical room of 20’ wide by 20’ deep, adjacent to the curtainwall type WT-3 (14’-9” high). A reverberation time of 0.5 seconds was used to simulate the interior conditions.
The resulting sound spectra for the room interior is then plotted over the standard NC-curves (see figure 9).
The appropriate NC designation is then estimated. This designation can be compared to the recommend NC-curves for different types of spaces (see table
4), to asses the performance of the exterior envelope. It is concluded that even for the most severe sound pressure levels (northbound train) the system performs in a satisfactory manner (NC-30 to NC-35).
It is again important, to note that these results have a confidence level of +/- 3 points.
5.8 - Columbia University
70
80
90
100
Leve
l (dB
re: 2
0 P
a)
Northbound Trains (77 - 83 dB(A))
Southbound Trains (88 - 92 dB(A))
30
40
50
60
25 32 40 50 63 80 100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
1000
0
Sou
nd P
ress
ure
L
Frequency (Hz)
( ( ))
Ambient - Vehicle Traffic (No Trains) 62 - 71 dB(A)
Space TypeRecommended
NC-CurveEquivalent Sound
level (dB)
Conference rooms 25-30 35-40
Private Offices 30-35 40-45
Open-plan Areas 35-40 45-50
Business machines/computers 40-45 50-55
Laboratories 35-40 45-50
Corridors 30-35 40-45
Public Areas 35-40 45-50
Lecture and classrooms 25-30 35-40
Open-plan classrooms 35-40 45-50
Movie motion picture theaters 30-35 40-45
Libraries 35-40 40-50
Restaurants 40-45 50-55
Table 4 - Noise Criteria Rating
Figure 8 - SPL Measurements of Building Exterior APPENDIX G - SM&W Measured Train Noise
Wall Type WT-3 Outside / Inside Noise Analysis
Wall type WT-3 encloses the east, northeast and southeast faces of the building. As such it is directly subjected to noise caused by the elevated train, which is located within 60’ of the building facade. The curtainwall design adapts a very efficient double skin envelop to mitigated the excessive noise levels caused by the train traffic.
A series of in situ test were conducted by “SM&W Acoustical Consultants” and was submitted as part of the contract documents. These results were employed in the report.
Although, the most accurate way of estimating the sound pressure level inside the building, is to perform field mock-up tests, it is possible to use an approximated procedure to compute the facade’s noise ingress.
The noise level in a room due to sound penetrating a façade element may be calculated according to BS EN 12354-3 and BS 8233 from:
L2=L1- R + 10Log(S/V) + 10Log(T) + 11
Where:
• L2 = noise level in room dB• L1 = external free field noise dB.• R = sound reduction index dB• S = area of façade portion, m2.• V = room volume, m3
• T = reverberation time, s.
In this report typical field measurements from each of the three noise conditions (ambient vehicular traffic, northbound and southbound train traffic) were used
to estimate the room noise level for a typical room of 20’ wide by 20’ deep, adjacent to the curtainwall type WT-3 (14’-9” high). A reverberation time of 0.5 seconds was used to simulate the interior conditions.
The resulting sound spectra for the room interior is then plotted over the standard NC-curves (see figure 9).
The appropriate NC designation is then estimated. This designation can be compared to the recommend NC-curves for different types of spaces (see table
4), to asses the performance of the exterior envelope. It is concluded that even for the most severe sound pressure levels (northbound train) the system performs in a satisfactory manner (NC-30 to NC-35).
It is again important, to note that these results have a confidence level of +/- 3 points.
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Colombia University: Jerome L Greene Science CenterNew York, NY
Some of the facade is directly subjected to noise caused by the elevated train, which is located within 60’ of the building facade.
ATS performed tests and calculations to determine the appropriate design solutions in order to meet STC and OITC acoustic standards for the interior program.
inter-story acoustic analysis
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Colombia University: Jerome L Greene Science CenterNew York, NY
1. Vertical Strongback
2. Stainless Steel Bracket
3. Steel Verticals
4. Steel Horizontals
5. Aluminum Verticals
6. Aluminum Horizontals
7. Insulated Glass
CWTYPE 1
1
8
4
5
2
3
1
2
6 7
8
9
9
7
2
1
8
3
6
4
5
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
Colombia University: Jerome L Greene Science CenterNew York, NY
exploded isometricsection
DOUBLE SKIN FACADE
1. Aluminum Verticals
2. Aluminum Horizontals
3. Insulated Glass
4. Laminated Glass
5. Cast Braces
6. Sunshades
7. Steel Grate
8. Anchor
9. Operable Vision Door
CWTYPE 3
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
World Trade Center Transportation Hub
Bill & Melinda Gates Foundation
Fulton Street Transit Center
National Museum of African American
History & Culture
New San Diego United States Courthouse
New Stanford Hospital
West 57th Street
Colombia University: Jerome L Greene Science Center
SFMOMA
PROJECT CASE STUDIES
Tilt!
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTGenslerENGINEERThornton TomasettiGCTurner ConstructionFACADE CONTRACTORCupplesCOMPLETION2014
Tilt!Chicago, IL
94thfloor
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTGenslerENGINEERThornton TomasettiGCTurner ConstructionFACADE CONTRACTORCupplesCOMPLETION2014
Tilt!Chicago, IL
3hydralics
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTGenslerENGINEERThornton TomasettiGCTurner ConstructionFACADE CONTRACTORCupplesCOMPLETION2014
Tilt!Chicago, IL
26foot-wide platform
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTGenslerENGINEERThornton TomasettiGCTurner ConstructionFACADE CONTRACTORCupplesCOMPLETION2014
Tilt!Chicago, IL
30degree tilt
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
ARCHITECTGenslerENGINEERThornton TomasettiGCTurner ConstructionFACADE CONTRACTORCupplesCOMPLETION2014
Tilt!Chicago, IL
1,000ft aboveChicago
PROJECT CASE STUDIES 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10
DRIVERS OF CHANGE
Aesthetic considerations remain the dominant drivers.
Performance has yet to emerge as a prominent driver of building and building facade implementation.
There is much more change to come!
advanced technology studiomic [email protected]