auditorium epic deep space - 001 - wordpress.com · 2014-10-22 · auditorium epic campus verona,...

$: Auditorium EPIC Deep Space - 001 - WordPress.com · 2014-10-22 · Auditorium Epic Campus Verona, Wisconsin Completion: ... \\ANNEX-FS-1\data\Contractors\CGA\Private\EPIC SITE PHOTOS\Deepspace$
AuditoriumEpic CampusVerona, Wisconsin

Completion: August 2014

Architect: Cuningham Group Architecture, Inc.General Contractor: JP CullenStructural Consultant: Thornton TomasettiRoof Lift Consultant: ALE

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Site Work:

1. Blasting & excavation continues. 2. Retention wall construction continues. 3. Micropiles continue (~189 piles installed).

1. NA.

Site observation photos can be found in the following location on the CGA Annex Drive: \\ANNEX-FS-1\data\Contractors\CGA\Private\EPIC SITE PHOTOS\Deepspace *Additional copies of all photos will be distributed to JPC/Epic. SITE PHOTOGRAPHS Site Work:

Left & Right: View of Deep Space progress from Epicenter level 2.

EPIC – Deep Space - 001 December 04th – December 10th Varies High 40’s to Mid 20’s Varied throughout the week - Partly cloudy & Sunny

10-0078 Deep Space Epic Cuningham Group Architecture, P. A. CGA, JPC, Epic

See JPC 6 week look ahead schedule. JPC, Edgerton, SX Blasting, SES, GEI, Nicholson, Zander

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Left & Right: View of progress & excavation from east end of site(looking west).

Left: View of soil nail wall progress. Right: View of drilling for micropile installation.

END OF OBSERVATION REPORT #001

December 2011

Deep Space contained a unique set of structural challenges. After excavating over 364,747 cubic feet of rock to allow for the building to extend 74 feet underground, a soil nail wall was built to hold back the earth along its buried faces. To create a perfect view for every audience member, the structure needed to span over 275 feet while supporting a green roof. To accomplish this, twenty-five feet deep trusses were installed to transfer the weight of the green roof to the earth below. Some of the soil and gravel depths are up to 28 inches. To limit potential conflicts, the roof structure was built on the ground and then lifted into place using a strand jack system. The roof was lifted approximately 60 ft to allow for two permanent roof support columns to be installed. Using over 1000 bolts, the perimeter was bolted to the backspan structural system.

Quick Facts:

Roof structure lift weight: 4,700 tons (the size of three football fields)Soil Nail Wall: 71,676 sq ft with 2,844 nails (50-56 feet long)Seats: 11,300Green Roof: 8.38 Acres

January 2012

View of excavation.

View of soil nail wall progress and drilling for micropile installation

View of equipment staging in pit and drilling for micropile installation.

View of drilling equipment for soil nail wall and soil nail wall construction progress.

View of piles and rebar placement for concrete pour between auditorium and prefunction space.

View of rebar and retention wall.

View of steel arrival onsite and truss assembly at Truss Works International.

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Left: View of soil nail wall construction progress. Right: Excavation progress.

Left: View of equipment staging in Deep Space pit. Right: View of drilling for micropile installation.


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Left & Right: View of soil nail wall construction progress.

View of drilling rig for soil nail wall construction.


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Left & Right: View of soil nail wall construction progress.

View of drilling rig for soil nail wall construction.


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SITE PHOTOGRAPHS Site Work:


Left: View of soil nail wall construction progress. Right: Rebar storage on site for foundation.

Left & Right: View of pile drilling progress.


Page 1 of 2

Site Work:

1. Blasting & excavation continues. 2. Retention wall construction continues. 3. Micropiles continue (~189 piles installed).

1. NA.

Site observation photos can be found in the following location on the CGA Annex Drive: \\ANNEX-FS-1\data\Contractors\CGA\Private\EPIC SITE PHOTOS\Deepspace *Additional copies of all photos will be distributed to JPC/Epic. SITE PHOTOGRAPHS Site Work:


EPIC – Deep Space - 001 December 04th – December 10th Varies High 40’s to Mid 20’s Varied throughout the week - Partly cloudy & Sunny

10-0078 Deep Space Epic Cuningham Group Architecture, P. A. CGA, JPC, Epic

See JPC 6 week look ahead schedule. JPC, Edgerton, SX Blasting, SES, GEI, Nicholson, Zander

Page 2 of 2



Left: View of rebar placement at P1/ZZ. Right: View of excavation at North end of pit.

Left & Right: View of Earth retention wall progress.


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Left & Right: View of rebar placement at P1/ZZ.

Left: View of retention wall looking south. Right: View of Earth retention wall progress at north end.

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Left & Right: View of rebar placement at P1/ZZ.

Left: View of retention wall looking south. Right: View of Earth retention wall progress at north end.

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Left: View of concrete pour at P1/ZZ line footings. & Right: View of steel arrival on jobsite(@ Annex

parking lot, south of Deep Space site).

Left: View of retention wall progress looking South. Right: View drill rig in operation at soil nail wall.

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Left: Steel truss assembly at LeJune on 01/27. Right: View of weld joint at beam flange (LeJune 01/27).


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Left & Right: View of poured footings & progress at P1-ZZ.

Left: View of rebar construction for footings at P1-ZZ lines. Right: View of progress at soil nail wall.

February 2012

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Left: View of North Tower crane progress on 3/1/12. Right: Base foundation for South Tower crane

completed & crane erection begins.

Left: View of progress at Mat slab. Right: View of demolition and excavation at Hubble road temporary

soil nail wall .

View of footing progression and progress at Mat slab.

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Left: View of stone at Annex parking lot viewed for mock up. Right: View of South crane tower

erection in progress.

Left & Right: View of poured mat slab (front half).

View of overall site progress.

View of steel roof truss assembly on top of concrete cribbing pier and view of king truss assembly.

Understanding scale of truss and view of transfer truss detail.

View of roof structure progress and soil nail wall.

View of formwork for retaining wall concrete pour and duct hangers for overhead MEPF installation above auditorium.

View of sprinkler and MEPF installation and Catwalk installation.

View of roof structure progress and soil nail wall.

View of draining tubing prior to placement in slab and preparation of concrete pour.

View of piping discharge at end of slab and view of lift bar installation.

View of backspan steel erection and back of house space containing mat slab and soil nail wall.

View of metal decking installation on backspan steel and roof.

View of stand jack installation on backspan steel for roof lift and MEPF installation.

View of backspan progress and finished soil nail wall.

View of underround drainage system and fireproofing steel at backspan.

View of fixed strand application and strands hanging in place for roof lift.

View overall site progress.

View of slab footings for prefunction exterior wall.

Stand Jack at lifted position and lift progress markings.

View from inside the auditorium bowl after lift.

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Left: View of 1st steel truss assembly at S1 line. Right: View of concrete cribbing pier with wood &

shims for S1 bottom chord truss.

Left: View of steel being set for steel roof truss at S1 line. Right: View of piles being drilled for tunnel

connection from Deep Space to Yoda ramp.


March 2012

April 2012

May 2012

June 2012

July 2012

August 2012

September 2012

October 2012

October 27, 2012

Roof Lift

Note: Roof is being assembled on the gound and then lifted into position.

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Left & Right: View of king truss steel erection on 3/22/12 during owner walk through.

Left: View of excavation at West Elevation, looking south. Right: View of piles being drilled for tunnel

connection from Deep Space to Yoda ramp.


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Left & Right: View of Deep Space progress from Epicenter roof.

Left: View of soil nail wall progress from Epicenter level 2. Right: view of soil nail wall progress

along east wall.

Left & right: View of roof truss assembly at S1 line.

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Left & Right: View of T1 Transfer truss assembly progress.

Left & right: View of steel truss assembly at Area 6.

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Left: View of soil nail wall progress at BD.5 line(segment F). Right: View of soil nail progress at T4

line(segment E).

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Left: View of soil nail wall progress at BD.5 line(segment F). Right: View of soil nail progress at T4

line(segment E).

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Left & Right: View of Deep Space steel assembly progress from L2 of the Auditorium.

Left & Right: View of retaining wall footing & formwork for retaining wall in progress of construction.

Left: View of slab on grade poured and rebar installation at the Yoda Tunnel Vestibule. Right: View of

progress at Area’s 6 & 8 looking north.

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Left: View of steel truss erection progress. Right: View of duct hangers present on site for overhead

MEPF installation at Auditorium.

Left & Right: Views of truss erection at Areas 5 & 6, looking east.


Page 3 of 3

Left & Right: Views of catwalk installation at south end of Auditorium (Area’s 5 & 6).

Left & Right: Views of ductwork & sprinkler installation at Area 5.


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Left & Right: Views of catwalk installation at south end of Auditorium (Area’s 5 & 6).

Left & Right: Views of ductwork & sprinkler installation at Area 5.


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Left & Right: View of Deep Space steel assembly progress looking north from L2 of the Auditorium.

Left & Right: View of retaining wall & soil nail wall progress, looking south..

Left: View of concrete walls poured at the Yoda Tunnel Vestibule. Right: View of rebar placed for

tunnel connection to Deep Space.

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Left & Right: View of Deep Space steel assembly progress looking north from L2 of the Auditorium.

Left & Right: View of retaining wall & soil nail wall progress, looking south..

Left: View of concrete walls poured at the Yoda Tunnel Vestibule. Right: View of rebar placed for

tunnel connection to Deep Space.

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Left: View of Mat Slab(2nd Half) site preparation for pour. Right: View tubing prior to placement inslab. Drainage piping seen in background running underneath Auditorium steel.

Left & Right: View of rebar and formwork installation for the Mat Slab (2nd Half) pour on 6/16.

Left: View of Auditorium steel progress & site progress BOH North. Right: View of prep for footings at segment C (looking east).


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Left: View of Mat Slab(2nd Half) site preparation for pour. Right: View tubing prior to placement inslab. Drainage piping seen in background running underneath Auditorium steel.

Left & Right: View of rebar and formwork installation for the Mat Slab (2nd Half) pour on 6/16.

Left: View of Auditorium steel progress & site progress BOH North. Right: View of prep for footings at segment C (looking east).


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Left: View of Mat Slab(2nd Half) site after pour. Right: View of piping discharge at south end of Mat

Slab.

Left: View of Mat slab covered looking south. Right: View of piping supply at south end of Mat slab.

Left: View of cable tray installation at Area 6. Right: View of Catwalk, handrail & MEPF installation

progress at area 6.


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Left: View of cast in place concrete wall (first section) at segment G. Right: View of formwork for

concrete wall poured for BOH stair 2.

Left: View of bridge condition at catwalk installation at Area 5. Right: View of overhead duct

installation progress at Area 5.

Left: View of first segment erection at P1-ZZ back span steel (at S1 line). Right: View of lift bars at T1

transfer truss.


Page 3 of 3

Left: View of P1-ZZ back span steel erection progress. Metal decking is being delivered. Right: View of catwalk & overhead Auditorium MEPF progress.

Left: View of Mat Slab progress (uncovered). Right: Progress view at BOH stair 2 at Area 8.

Left: View of BOH south site progress. Right: View of BOH north site progress.


Page 3 of 3

Left: View of P1-ZZ back span steel erection progress. Metal decking is being delivered. Right: View of catwalk & overhead Auditorium MEPF progress.

Left: View of Mat Slab progress (uncovered). Right: Progress view at BOH stair 2 at Area 8.

Left: View of BOH south site progress. Right: View of BOH north site progress.


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Left & Right: View of Deep Space Auditorium roof steel erection progress looking north from L2 of the Epicenter.

Left: View of backfill compaction at Tunnel Connection to Yoda. Right: View of prefunction area progress & stadium construction lighting installation.

Left: View of Soil nail & retaining wall progress at segment F & G. Right: Progress view at BOH stair 2 at Area 8.

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Left: View of metal decking installation progress on Auditorium roof. Right: View of steel erectionprogress at BOH center.

Left: View of slip form wall progress at segment G. Right: View of underground work & foundationprep at Elevator C area.

Left: View of MEPF progress at Auditorium roof – Lighting installation begins. Right: View of mock up progress (by Nassal).


Page 2 of 3


Left & Right: View of Deep Space Auditorium roof steel erection progress looking north from L2 of the Epicenter.

Left: Progress view of foundation prep work at BOH North. Right: Progress view of cruciform steel forstrand jack connection.

Left: View of metal decking installation progress at the Auditorium roof. Right: View of backspan steelerection progress, looking west.

Page 3 of 3

Left: View of slip form wall progress, and completed section of segment G. Right: View of progress atBOH stair at Area 8.

Left: Progress view at catwalk & Auditorium MEPF installation. Right: View of cable at Area 6.

Left & Right: View of stone mock up progress (by Nassal).


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Left & Right: View of Deep Space Auditorium roof steel erection progress looking north from L2 of the

Epicenter.

Left: View of concrete deck poured at Level G3 back span steel area, looking south. Right: View of

concrete deck being poured and smoothed at first segment of Level G2 back span area.

Left & Right: View of metal decking installation on roof of Auditorium.

Page 3 of 3

Left: View of concrete at finished soil nail wall at segment G. Right: View of slip form wall progress at

soil nail wall segment F.

Left & Right: View of steel erection progress at back span, looking northeast.

Left & Right: Painting / color study on stone mock up continues (by Nassal).


Page 3 of 3

Left & Right: View of underground drainage progress along segment E.

Left: Elevator shaft progress at BOH south, area 8. Right: View of metal decking installation progress

at BOH center (behind T1 transfer truss).

Left: View of site progress at south end of Prefunction space. Right: View of site progress at north end of site.


Page 3 of 3

Left: View of fireproofing steel at south end of backspan steel. Right: View of metal strands installed

at south end strand jack location of backspan.

Left: View of stair 13 shaft progress at BOH north, area 4. Right: View of concrete walls formed &

opening at void space near elevator DS-2.

Left: View of steel erection progress at north end of backspan. Right: View of progress at south end of backstage area.


Page 3 of 3

Left: View of auditorium roof deck looking east. Right: View of fixed strand anchor at T1 location.

Left: View of deck poured at back span at G2 level. Right: View of strands hung in place at strand jack

locations at backspan steel.

Left: View of pre-function progress – rebar being set at west wall. Right: View of pile progress at pre-function.


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Left: View of auditorium roof deck looking east. Right: View of fixed strand anchor at T1 location.

Left: View of deck poured at back span at G2 level. Right: View of strands hung in place at strand jack

locations at backspan steel.

Left: View of pre-function progress – rebar being set at west wall. Right: View of pile progress at pre-function.


Page 3 of 3

Left & Right: View of BOH South steel progress on level G5.

Left: View of BOH center steel progress on level G5, looking south. Right: View of metal stud

installation at backspan.

Left: View of Deep Space site progress looking south from soil nail wall.


Page 2 of 3


Left & Right: View of Deep Space progress from Epicenter Level 2, looking North.

Left: View of Auditorium Roof installation progress. Right: View of slip form wall progress at segment

C & retaining wall progress.

Left& right: View of mat slab foundation progress at West Wall.

Page 2 of 3


Left & Right: View of Deep Space progress from Epicenter Level 2, looking North.

Left: View of Auditorium Roof installation progress. Right: View of slip form wall progress at segment

C & retaining wall progress.

Left& right: View of mat slab foundation progress at West Wall.

The roof was lifted over an entire day. Each cycle raised the roof 20” in about two minutes. After each cycle, measurements were recorded to confirm if the roof was level. The roof had to be lifted approximately 8’ above its’ resting location to allow for the columns to be tipped up underneath the structure.

Roof lift contractor: ALE

Hyperlapse Video of roof lift:https://www.youtube.com/watch?v=372DPsqcRoE

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SITE PHOTOGRAPHS

View of strand jack at idle position. (10/27)

View of lift progress markings, typical at each column for verification. (10/27)

View of strand jack at lifted position, approx 20” lift per cycle. (10/27)

View of typical lift box at ZZ gridline. (10/27)

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SITE PHOTOGRAPHS

View of strand jack at idle position. (10/27)

View of lift progress markings, typical at each column for verification. (10/27)

View of strand jack at lifted position, approx 20” lift per cycle. (10/27)

View of typical lift box at ZZ gridline. (10/27)

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View of typical lift box at T1 gridline. (10/27)

View of lift progress from Prefunction roof at 7:45 AM. (10/27)

View of lift progress from Prefunction roof at 2:09 PM. (10/27)

View of lift roof from back stage roof. (10/27)

View of lift progress from Prefunction roof at 10:24 AM. (10/27)

View of lift progress from Prefunction roof at 3:06 PM. (10/27)

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View of lift progress from grade at 9:22 AM. (10/26)

View of lift progress from grade at 1:30 PM. (10/27)

View of lift progress along S4 gridline at 11:00 AM, approx halfway up. (10/27)



View of lift progress along S1 gridline at 1:37 PM. (10/27)


auditorium epic deep space - 001 - wordpress.com · 2014-10-22 · auditorium epic campus verona,...

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