2019 Multi Residential Award Winner

Fenner Hall Student Accommodation

Australian National University

5th December 2019

2AUSTRALIAN NATIONAL UNIVERSITY

1946Parliament of

Australia

358acres

10,000trees

30 yearMasterplan

3KAMRI REDEVELOPMENT CANBERRA – PROJECT STRUCTURE

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Sustainabilitythrough design

Excellencethrough quality

Innovationin delivery

Customer Focusthrough a market

driven solution

IMPROVED SAFETYCERTIFIED TIMBER ONE PLANET VISIONPOTABLE WATER CONSUMPTIONREDUCED VEHICLE MOVEMENTSLESS DISRUPTIVEBIOPHILIC RESPONSE

MANUFACTURED APPROACH TO BUILDINGEASE OF ASSEMBLYSIMPLE STRUCTRAL CONNECTION

DESIGN FOR MANUFACTURE AND ASSEMBLYPREFABRICATIONEASE OF ASSEMBLYSIMPLE CONNECTION DESIGNTIMBER DESIGN EVOLUTIONFIRE ENGINEERING APPROACH

INDUSTRY LEADERSHIPCREATION OF PEOPLE CENTRED PLACESPEED TO MARKETBRAND POSITIONING

KAMRI REDEVELOPMENT CANBERRA – KEY DRIVERS

5KAMRI REDEVELOPMENT CANBERRA – DESIGN COMPETITION WINNER

"the new Union Court would be a vibrant, well-populated, active space"

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• AUSTRALIAN NATIONAL UNIVERSITY UNION COURT REDEVELOPMENT

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3

4

5

6

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Culture & Events

Fenner HallNorth

Fenner HallSouth

Student Hub

Marie Reay Teaching Centre

Well Being

Chifley Library

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• 7 Buildings

• Circa $260M AUD

• Circa 55,000 m2 GFA

• 35,000 m2 public realm

• Construction commencement - August 2017

• Project Complete - February 2019

• Lend Lease Site Team - 50

• On site peak labour - 600

• Material excavated – 50,000 m3

• Concrete – 25,000m3

• Engineered Timber – 4,100m3• 2 Stage ECI Procurement model

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• 2 towers. 11,800 m2 GFA.• 450 beds + shared amenity / common areas• 10sqm rooms• 90min FRL• Prefabricated façade &service risers• Install crew 8

• North:• Nine levels (seven in timber)• 1,170 CLT panels• 1,566 m3 of CLT

• South:• Seven levels (five in timber)• 669 CLT panels• 839 m3 of CLT

KAMRI REDEVELOPMENT CANBERRA – FENNER HALL NORTH & SOUTH

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• Honeycomb structural system• Typically 100-120mm floor slabs 120-140mm wall slabs.• Lift shaft and fire stairs – expressed CLT• Corridor soffits – expressed CLT• Walls overclad - frpb

KAMRI REDEVELOPMENT CANBERRA – FENNER HALL NORTH & SOUTH

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RESPONSIVE TO THE VISION

RESPONSIVE TO THE BRIEF

RESPONSIVE TO TIMBER

RESPONSIVE TO THE TIMEFRAME

FENNER HALL – WHAT MADE THE DESIGN EXCELLENT?

Architectural EleganceCompetition WinnerTimeless in materiality

FunctionCollaborative ConsumptionReformed the Union Court Precinct

Aligned to productBest practice spatial planningStructure and façade modules

DfMAEnabler of modern industrial techniques

11FENNER HALL– ARCHITECURAL SYSTEMISATION

Prefabricated façade 16m

Intertenancy CLT wall

Stud framed acoustic wall

Corridor CLT wall

CLT Floor slab

12FENNER HALL – DESIGN FOR MANUFACTURE

13FENNER HALL – DESIGN FOR ASSEMBLY

14FENNER HALL NORTH & SOUTH

15FENNER HALL SOUTH TOWER INSTALLATION

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1. Shorter Structure Cycle

2. No Formwork Stripping

3. Resource Constraint Mitigation

4. Resource Levelling

5.Reduced Fitout Duration

CANBERRA – FENNER HALL CONSTRUCTION ANALYSIS

5 key programme benefits on Fenner Hall

8 Day timber cycle duration (not peaked at 4), compared to 12 day concrete (including vertical elements)

No formwork stripping, allows immediate progression of follow on trades

Multiple concurrent structures at Kambri. Structure trades already at peak. Mitigated resource constraint risk

When stripping final levels, final three floors become available concurrently. Resource levelling prevents work on three levels at once

Party wall and corridor walls constructed with the structure, more efficient services installation

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SAFER

FASTER

MORE EFFICIENT

MORE RESPONSIBLE

FENNER HALL CONSTRUCTION ANALYSIS

Zero lost time injuriesEngineered out high risk25% reduction in risk likelihood

25% reduction in programmeFaçade lag 1 levelServices rough in lag 2 levels

75% reduction of on site labour

30% less vehicle movementsOmission of concrete rectificationReduction of site borne noise