Edmonton International Airport

Page 1

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


4

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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6

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


7

MINNEAPOLIS RADIUS TRACK FABRICATION

NEW YORK GEHRY TECHNOLOGIES (NY) PROCESS + KNOWLEDGE ENGINEERING


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labor + output + coordination


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10

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


11

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


12

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


13

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


15

existing documentation


16

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.

1 W-35

1 W-34.5

1 W-34

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.

1

2

3


23

4

7

5

8

6

9


24

system re-design (truss planes, ribbon, as built survey)

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

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

2

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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25

4

5


26

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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3

5

4

6


28

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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30

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


31


32

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


40

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


41


42

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

2

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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46

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].

2

3

1

A 4

C

5

B D

6

Preceding truss insertion points (W-001)

Truss Insertion ABCD Values

Truss to be installed (W-002)


47

naming convention for hat channel

naming convention for trusses


48

coordination (clash identification/remediation)


49


50

fabrication | assembly | delivery


51


52

installation


53


54

installation


55


56

installation


57


58

completion


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60

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


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