edmonton intl airport
combined office/control tower facade design to fabrication
edmonton intl airport
combined office/control tower facade design to fabrication
table of contents Introduction....................................................................................... 01 Table of Contents............................................................................. 02-03 Project Data........................................................................................ 04-05 Global Delivery.................................................................................. 06-07 time scale............................................................................................ 08-09 Process................................................................................................. 10-13 Project STate...................................................................................... 14-15 design Intent...................................................................................... 16-17 mockup version 1............................................................................... 18-19 analysis/coordination.................................................................... 20-21 mockup version 2............................................................................... 22-23 system redesign................................................................................. 24-27 scafolding coordination................................................................. 28-29 truss templates................................................................................. 30-31 analysis/coordination.................................................................... 31-32 final ribbon tuning.......................................................................... 34-35 hat channel creation....................................................................... 36-37 truss creation................................................................................... 40-41 fab data extraction.......................................................................... 42-43 truss setout points.......................................................................... 44-45 install data........................................................................................ 46-47 coordination/clash detection...................................................... 48-49 fabrication/delivery........................................................................ 50-51 installation........................................................................................ 52-57 completion.......................................................................................... 58-63 project Credits.................................................................................. 64 Image credits...................................................................................... 66
edmonton intl airport
combined office/control tower facade design to fabrication
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project data name edmonton international airport combined office/control tower Location Edmonton alberta, canada Type facade (wind-screen) Size 4020m3 of ribbon surface duration April 2011 – january 2013 client thermal systems/ellis don construction project manager ellis don construction main contractor thermal/ellis don/radius track/grant (Joint Venture) design architect dialog architect of record dialog engineer dialog
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Global Delivery
EDMONTON EIA/DIALOG/THERMAL/ED/WALTERS CHAMBERS OWNER/DESIGN/INSTALLATIONA/COORDINATION/ENGINEERING
CALGARY THERMAL/TRONNES/GRANT REVIEW/SURVEY/FABRICATION
LOS ANGELES GEHRY TECHNOLOGIES (LA) AUTOMATION SUPPORT
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MINNEAPOLIS RADIUS TRACK FABRICATION
NEW YORK GEHRY TECHNOLOGIES (NY) PROCESS + KNOWLEDGE ENGINEERING
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labor + output + coordination
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Process hat channel operation detail, page 10-11
design intent
hat instantiation
fab data extraction
truss operation detail, page 10-11
As-built Survey
ribbon tuning
ribbon offsets
truss instantiation
template creation
setout automation
engineer review
setout survey
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fab data processing
fab data extraction
create install data
hat fabrication
fab data processing
truss fabrication
load onto fraco
hat delivery
truss delivery
install parts
completion
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internal Process truss operation detail
inputs process
truss post-processing
outputs
match instance names to part names cleanup dimensions coordination
check truss-face edges are ‘inside’ of ribbon
truss instantiation truss template modeling
flip brackets if clashing if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
update hat-channel holes truss setout pts
ribbon offsets spreader beam modeling
design intent
spreader beam layout and install data
ribbon igs files and comparison to design intent
as built survey of support steel
ribbon surface area calcs hat channel operation detail ribbon tuning
construction scafolding
coordination
coordination
hat channel template creation
pts post-processing run hat channel pts script
rename pts per level update spacing per eng. requirements
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fab data extraction individual dxfs run dxf extraction script
table of truss components
batch convert .cat drawings to .dwg
truss fabrication package
extract bracket bend angles and directions extract material area calculations for truss brackets and members
truss install data
plank post-processing change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
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PROJECT STATE
state of building during ribbon construction system re-design phase
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existing documentation
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DESIGN INTENT
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mockup version 1 Prior to GT joining the project, Thermal Systems completed a mockup using the building system ilustrated in the images at right. The system lacked the dexterity to create the smooth double-curves of the intended design. This was Thermal’s second attempt to create a suitable mockup. Uncertain how to proceed and deadlines bearing down, Thermal - led by Michael Lemieux - convinced the General Contractor, Ellis Don Construction, to hire GT in a joint-venture.
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1 W-34.5
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1 W-33.9
1 W-33.6
1 W-33
1 W-32.8 1 W-32.4 1 W-32 1 W-31
1 W-30
M:\Drafting\SHARED JOBS\105504 EIA COT\D\Mock-up from Micheal May 16 2011\110526_Layout_TS210_Rev01\110526_MU5_Plan_Layout\2539211-TS2.10.dwg, TS2.10, 6/20/2011 3:25:10 PM
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surface analysis and tuning truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
coordination
ribbon tuning
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
ribbon offsets
Once signed onto the project, GT launched immediately into a process of analysis and coordination. This process involved tuning the ribbon surfaces to reduce overcomplicated areas of double-curvature in addition to locating areas of clash with support and structural steel.
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mock up version 2 With GT’s assistance Thermal Systems set out to build a third mock-up (this time building directly on the building itself). In an attempt to smooth the curvature of the surface and reduce flat zones between the trusses, a system of double-curved steet lateral tubing was introduced [1-7]. The results were less than satisfactory. There remained areas of flatness between the trusses and ‘oil-canning’ where the ribbon wrapped over the surface of a truss [8-9]. At this point it was finally agreed by all that a full system redesign was in order.
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system re-design (truss planes, ribbon, as built survey)
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truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
truss instantiation truss template modeling
individual dxfs
cleanup dimensions check truss-face edges are ‘inside’ of ribbon
coordination
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
table of truss components truss fabrication package
extract material area calculations for truss brackets and members
update hat-channel holes truss setout pts
ribbon offsets spreader beam modeling
design intent
ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
construction scafolding
coordination
coordination
hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
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TRUSS PLANE SETOUT
ribbon tuning
as built survey
The first major chang was to bring on Radius Track, whose technology for creating couble-curved stud-profiles would allow the ribbon to smoothly transition from one truss to the next. This meant adjusting the driver-offsets of the ribbon to account for the depth of lateral hat-channel members [1]. This in turn meant that additional tuning had to be done on the ribbon surfaces to account for his change of depth [3]. The second major change was based on the discovery during the construction of the third mockup, that the support steel was built out of tolerance. Based on this realization the team moved forward using only as-built data of the steel locations from point-cloud surveys [2]. The third major change was to shift the orientation of the truss planes from ‘normal to the steel’ [4] to ‘normal to the ribbon surface [5]. This helped to smooth the final ribbon surface - but also led to changes in the truss design which are oulined on page 24.
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system re-design (trusses & brackets) 1
truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
truss instantiation truss template modeling
individual dxfs
cleanup dimensions check truss-face edges are ‘inside’ of ribbon
coordination
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
truss template modeling
As a result of shifting the truss-planes from ‘normal to steel’ to ‘normal to ribbon surface,’ the brackets necessarily incorporated an additionbreak-bend [1]. In order to expedite truss modeling and fabrication, GT devised a new system of templates working in tight collaboration with the other members of the team [2-6]
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coordination (fraco scaffolding) truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
construction scaffolding
Originally the Fraco-Tower (adjustable scaffolding) supports were fastened through the windows of the building. With deadlines looming and the building interior needing to be sealed, these supports had to be shifted so that they went through the ribbons of various levels. This of course required that the adjacent trussplanes be massaged to allow the Fraco supports to span to the building structural steel. To assist Thermal, GT coordinated this process in digital 3-D.
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truss templates (over 50) truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
truss template modeling
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
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coordination (analysis at truss planes) truss operation detail truss post-processing
fab data extraction
match instance names to part names
individual dxfs run dxf extraction script
cleanup dimensions coordination
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
truss instantiation truss template modeling
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
FRAME TYPE Ee type
ZONE 005
FRAME TYPE Dd type
ZONE 004
FRAME TYPE Aa type
FRAME TYPE Bc type
ZONE 002
FRAME TYPE Cb type
FRAME TYPE Ff type
ZONE 021
FRAME TYPE Ff type
FRAME TYPE Aa type
ZONE 001
FRAME TYPE I type i
ZONE 010
FRAME TYPE Ll type
truss fabrication package
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
ZONE 007
truss setout pts
design intent
construction scafolding
FRAME TYPE Aa type
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
coordination
Before propogation of truss templates at each level GT conducted extensive analysis of the surfaces. This allowed the project team to locate problem areas and tune them out prior to truss propogation. It also allowed the team to get a look-ahead on the number of new templates needed for each level and thus better estimate time investment per level.
FRAME TYPE Aa type
ZONE 006
ZONE 003
ZONE 012
ZONE 015
ZONE 013
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final ribbon tuning truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
coordination
ribbon tuning
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
ribbon offsets
hat channel fab package
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hat channel fab data creation truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
hat channel fab data creation
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
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hat channel fab data creation truss operation detail truss post-processing
fab data extraction
match instance names to part names
individual dxfs run dxf extraction script
cleanup dimensions coordination
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
truss instantiation truss template modeling
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination hat channel template creation
plank post-processing pts post-processing
run hat channel pts script
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
hat channel fab data creation
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
Slope of Ribbon Surface (Deg)........Radius Greater Than (mm) Radius Less Than (mm).......................Hat Channel Spacing (mm) 0-60.......................................................9100 450 0-60.......................................................6100 9100 400 0-60....................................................... 6100 350 60-80.....................................................7800 525 60-80.....................................................4400 7800 450 60-80..................................................... 4400 400 80+.........................................................7800 600 80+.........................................................4400 7800 500 80+.........................................................4400 450
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Field Spacing
Edge Spacing
Edge Plank
Overlap Joint
Butt Joint
Field Plank
Stagger Surface/Plane Intersection Intersection Point
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truss propogation truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script
check truss-face edges are ‘inside’ of ribbon
batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
coordination truss instantiation truss template modeling
individual dxfs
cleanup dimensions
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination
plank post-processing pts post-processing
run hat channel pts script
hat channel template creation
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
truss instantiation
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data creation igs/step files extract properties in excell datasheet
hat channel fab package
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truss fabrication data extraction Extraction of the fabrication data for the trusses was a four part process that involved a mixture of manual and automated extraction. First, shop drawings were batchconverted from CAT drawing format to DWG (shown in images at right). The second step was to extract a DXF of each profile of each individual truss component. This was an automated/scripted process. The final two steps were the semi-automated process of extracting the varied bend angles for each truss bracket, and the material area calculations for each truss. These last were needed to assess the weight of the truss when loading it onto a FRACO lift on site.
dxf extraction script
bracket bend angles and directions
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truss setout points 1
truss operation detail truss post-processing
fab data extraction
match instance names to part names run dxf extraction script batch convert .cat drawings to .dwg
flip brackets if clashing
extract bracket bend angles and directions
truss instantiation truss template modeling
individual dxfs
cleanup dimensions check truss-face edges are ‘inside’ of ribbon
coordination
if bracket angle exceeds 5-deg add angle brace truss plane setout
eng. requirements
extract material area calculations for truss brackets and members
update hat-channel holes
ribbon offsets spreader beam modeling ribbon igs files and comparison to design intent
as built survey of support steel
truss install data spreader beam layout and install data
ribbon surface area calcs hat channel operation detail ribbon tuning
coordination
truss fabrication package
truss setout pts
design intent
construction scafolding
table of truss components
coordination
plank post-processing pts post-processing
run hat channel pts script
hat channel template creation
rename pts per level update spacing per eng. requirements
change plank-lapping option run plank script
adjust layout/spacing per eng. requirements
run intersection pts at truss-planes script
update naming per zone: rof/wal/sof
fab data extraction re-name int pts by truss-plane
extract concave curves extract convex curves extract s-bend curves
fab data creation igs/step files extract properties in excell datasheet
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truss setout points
The setout out points for the trusses were produced in the digital environment and surveyed onto the built support steel by Tronnes. On frequent occasions Tronnes was unable to attain suitable sight-lines for survey and in these instances GT provided running dimensionas along the steel for the crew on site to establish setout points [1 & 2].
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truss and hat channel install data GT incorporated various systems to ensure a quick and easy installation process in the field. CAT-Part naming was carried seamlessly from the digital environment to the field [2-4] and names corresponded to physical locations [diagrams, page 47]. Furthermore, GT provided checkdimensions for workers in the field to ascertain that each truss was correctly oriented before locking it in to place with hat-channel and decking [1].
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1
A 4
C
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B D
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Preceding truss insertion points (W-001)
Truss Insertion ABCD Values
Truss to be installed (W-002)
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naming convention for hat channel
naming convention for trusses
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coordination (clash identification/remediation)
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fabrication | assembly | delivery
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installation
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installation
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installation
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completion
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completion
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project team dialog / edmonton 10154 108 Street Edmonton, AB T5J 1L3, Canada www.designdialog.ca
Tom sutherland.................................principle in charge stephen boyd......................................design architect Michelle morissette..........................project manager dan hunka............................................architectural job captain michelle sigurdson...........................interior design jim montgomery..................................structural tim mcginn...........................................mechanical ed pon...................................................electrical
ellis don / edmonton #220, 8616-51 Avenue Edmonton, AB T6E 6E6 www.ellisdon.com/edmonton
philip moran........................................superintendant cara clochhead..................................project manager
thermal systems / calgary 2780 24 Ave NE Calgary, AB T1Y 6V7, Canada thermalsystems.ca
trish griep...........................................manager –Edmonton michael lemieux..................................bim coordinator curtis wood........................................project coordinator
gehry technologies / New York 150 W 30th St Floor 4 New York, NY 10001 www.gt-global.com
James kotronis...................................managing director, US–East jason sidelko......................................project lead Brendan Sullivan..............................project consultant neil meredith......................................Senior consultant aditi patel............................................Senior consultant alina gorOkHova................................project consultant Michelle lee.........................................senior consultant victor keto..........................................Senior automation consultant
grant metal / calgary 291210 Wagon Wheel Rd, Rocky View County, AB T4A 0E2, Canada www.grantmetal.com
todd hunchak.....................................head manager sean philipiew....................................assistant manager
radius track corporation 9320 Evergreen blvd NW, Suite G Minneapolis, MN 55433 www.radiustrack.com
chuck mears........................................ceo / chief design officer christoph ibele...................................bim coordinator
walters chambers engineering Suite 501-10709 Jasper Ave NW Edmonton, AB T5J 3N3, Canada www.walterschambers.com
gordon vetro......................................partner aaron normand..................................project coordinator
tronnes surveys / calgary Suite 110-3030 3 Ave NE Calgary, AB T2A 6T7, Canada www.tronnessurveys.com
steve tronnes....................................ceo / owner kent nicholson..................................project lead
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© images thermal systems limited Pages 18-19, 22-23, 57 © IMAGES dialog architects Pages 16-17 © gehry technologies 2013 ISBN: 9-781622-096848 DESIGN BY brendan sullivan Version: EIA_01 | Output: May 31, 2013 2:46 PM
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781622 096848