Klarman Hall Presentation

transcript

7/23/2019 Klarman Hall Presentation

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COLLEGE OF ARTS & SCIENCES | HUMANITIES

Presenters

• Gregg Crossett, CCM - Construction Manager

• Thomas King, PE, PMP - Director of CM

Overview / Scope• Construct Klarman Hall, a 67,500 gross square foot addition to Goldwin

Smith Hall including an Atrium, 330-seat Auditorium, office and meetingspace and a new café. The new space will be connected to Goldwin Smith

Hall at the ground first and second floors.

• Construct site utilities, shoring and underpinning to permit excavation forconcrete foundations and slabs on grade. Construct steel superstructure,stone cladding and glass and aluminum curtainwall and store front; metal

framed skylights. Construct the atrium roof and facades to be installed byJosef Gartner USA as the single –source vendor.

• Construct interior finishes of drywall, stone and acoustic panels, glass and

aluminum windows and doors and wood doors. Floor finishes are carpetand colored polished concrete floor for Atrium.

• Pursue LEED Platinum certification.

Budget

• Total Project Cost $62,700,000

• Construction Budget $43,792,000

Project Team

Cornell University Facilities,Gregg Crossett, CM

Kris KimmelMEP & BIM Coordinator

Kris B. Kimmel ConstructionDrafting, Inc.

Part-time, as needed

NK Architects

Tammy Schickler, LEED AP

LEED Agent Sustainable Performance Consulting

Part-time, as needed DeAnna DeMark Project Administrator

Full-time

Jason EdsallSenior Project Manager/Scheduler

Full-time

Stephen WelliverExecutive Vice PresidentConstruction Executive

Part-time, as needed

Spike Fisk General Construction

SuperintendentFull-time

Brian Kenney, LEED AP

Project Estimator Part-time, as needed

Trade Contractors

Dave GombasSite Superintendent/Safety Full-time

Guy EldridgeSelf-Perform Superintendent

Communication Plan

Brief Review of Architectural FirmReplacement at Klarman

Tracking & Controlling Costs

Change Management

Timely Processing of Architect/OwnerChanges

Importance of Labor Rates

Prompt Notification of Field Changes

Schedule Evaluation

Review & Verification of SubcontractorChanges

CONSTRUCTION SCHEDULE

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Schedule

Mobilize on Site

v00t3a6

Mid November 2013 VIEW LOOKING SOUTHWEST

SCHEDULE SEQUENCE

ENTRY GATE

Mobilize on Site

ENTRY GATE

v00t3a6

Mid November 2013 VIEW LOOKING SOUTHWEST

SCHEDULE SEQUENCE

Mobilize on Site

v10t3a6

Mid November 2013 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Install Double Channel Lag Wall

MOBILEHYDRAULIC

BOOM CRANE

v10t3b0

Early December 2013 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Excavate South to North

ROCK ±803’-9”

v10t406

Early December 2013 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Underpinning Complete

ROCK ±803’-9”

v10t410

Early February 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

ROCK ±800’-0”

Establish South Rock Excavation

PIT ±782’

v10t416

Mid February 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

ROCK ±800’-0”

Concrete South to North

PIT ±775’

PIT ±782’

ROCK ±800’-0”

80 TON MOBILEHYDRAULIC

BOOM CRANE

v10t420

Early March 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

PIT ±775’

v10t426

Mid March 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

BOOM CRANE

PIT ±775’

v10t430

Early April 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

BOOM CRANE

Finish South Concrete Basement

v10t436

Mid April 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Begin North Foundation & Basement

v10t440

Early May 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Finish Northernmost Foundations

v10t446

Mid May 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

h ll / l

Pour North Wall / Close Ramp

v10t450

Early June 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

M bili S l C

Mobilize Steel Crew

v10t456

Mid June 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

200 TONMOBILE LATTICE

BOOM CRANE

S t B t St l S th t N th

Set Basement Steel South to North

v10t460

Early July 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

200 TONMOBILE LATTICE

BOOM CRANE

PARTIAL VIERENDEELTRUSS ASSEMBLY

T B f Vi d l T

Temporary Braces for Vierendeel Trusses

v10t466

Mid July 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

TEMPORARY BRACESFOR VT-1, VT-2, VT-3

TOP OUTSTEELFRAME

Commence Back p Walls

Commence Backup Walls

v10t470

Early August 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Finish Steel | Commence Backup Walls

v10t476

Mid August 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Set Atrium Trusses

v10t480

Early September 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Mobilize Gartner Crew

v10t486

Mid September 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

POTAIN HDT 80

Stone Finishes at Gartner Connection Points

v10t490

October 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

POTAIN HDT 80

Gartner Scope Begins at GSH Connection

v10t4a0

November 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

POTAIN HDT 80

Atrium Glass

v10t4b0

December 2014 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

POTAIN HDT 80

Restore East Avenue to 2 Way Street

v10t500

Early January 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

3’-0” BUMP OUT

FENCE INSIDE CURB

CRANE 20’-0” SOUTHOF BUILDING CENTER

East Avenue Gartner Scope

v10t510

February 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

CONSTRUCTIONENTRY POINT

Gartner Scope Complete

v10t520

March 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

CONSTRUCTIONENTRY POINT

Prepare East Avenue Garden for Finishes

v10t546

May 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Sitewide Hardscape & Garden Granite Finish

v10t560

July 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Garden Walkway Finish

v10t560

Mid July 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Prepare Gardens for Planting

v10t570

Early August 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Seeding & Sod

v10t576

Mid August 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Project Complete

v10t900

October 2015 VIEW LOOKING NORTHWEST

SCHEDULE SEQUENCE

Project Complete

SCHEDULE SEQUENCE

v00t900

October 2015 VIEW LOOKING SOUTHWEST

SCHEDULE SEQUENCE

SITE LOGISTICS

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Worksite Logistics Phase 1

SITE LOGISTICS

Site Fence

Access Lane

Field Office

v01t430

Before 1 January 2015 VIEW LOOKING NORTHWEST

SITE LOGISTICS

Field Office Compound Phase 1

SCHEDULE SEQUENCE

v40t420

Before 1 January 2015 VIEW LOOKING WEST

SCHEDULE SEQUENCE

Construction Waste Collection Center

Excav.

Staging

Welliver Field Office

Cornell Office

Worksite Logistics Phase 2

SITE LOGISTICS

3’-0” Bump Out for Crane

Fence west of Curb

Field Office

v01t500

After 1 January 2015 VIEW LOOKING NORTHWEST

SITE LOGISTICS

Field Office Compound Phase 2

SCHEDULE SEQUENCE

v40t500

Before 1 January 2015 VIEW LOOKING WEST

SCHEDULE SEQUENCE

Construction Waste Collection Center

Klarman Hall

Staging

Welliver Field Office

Cornell Office

RISK ASSESSMENT

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Risk Assessment

1. Work Adjacent to Historic GSH

Safe Egress Signage & Barricades

Noise / Dust Notice for noisy activities

Dust control on the jobsite Protect any air intakes

Protection of the Building Window Protection Settlement Monitoring Cornell – Existing Survey

Risk Assessment

2. Building Excavation

Underpinning Start as Early as possible

Prepare for Unknowns

Mass Excavation Start over Winter Break

Rock Excavation No Blasting within 20’

Vibration Expectations

Existing Condition

EXCAVATION SECTIONS

GOLDWIN SMITH HALL

EAST AVENUE

±833’

±813’

v70t000

Today VIEW LOOKING SOUTH

Excavation to Rock

EXCAVATION SECTIONS

GOLDWIN SMITH HALL

±833’

±800’ - 803’-9” UnderpinningBank Retention

v70t416

February 2014 VIEW LOOKING SOUTH

Pit ExcavationEXCAVATION SECTIONS

GOLDWIN SMITH HALL

±833’

±800’ - 803’-9”

±782’ SOUTH, 775’-9” NORTH v70t436

April 2014 VIEW LOOKING SOUTH

Existing Condition

EXCAVATION SECTIONS

GOLDWIN SMITH HALL

EAST AVENUE

±833’

±813’

v71t000

Today VIEW LOOKING SOUTH

Excavation to Rock

EXCAVATION SECTIONS

±775’-9”

±800’-0”

±833’

Underpinning

Dewatering

Bank Retention

v71t436

April 2014 VIEW LOOKING SOUTH

Existing Condition

EXCAVATION SECTIONS

±813’ STORMSEWER

STORMSEWER

GOLDWIN SMITH HALL

v72t000

Today VIEW LOOKING WEST

Pit Excavation

EXCAVATION SECTIONS

GOLDWIN SMITH HALL

±800’-0”

NORTH ±788’-7” (DEEPEST AT 775’-9”)

SOUTH ±792’-1” (DEEPEST AT 782’-1”)

Underpinningv72t436

April 2014 VIEW LOOKING WEST

Risk Assessment

3. Traffic Control

Lane Closure & Detour Maintenance of Signs and Signal Operation

Crosswalk Possibly Adjust Location of Crosswalks for Visibility

Trucks Leaving Site Flag Person Control when

Trucks Leave Site

Traffic Restoration on 1/1/15 Crane Placement Inside

FenceENTRY GATE

Truck Route

SITE LOGISTICS

Route 1

Route 2

v09t456

During ConstructionPLAN VIEW

Northbound East Avenue at South Crossing VEHICULAR CIRCULATION

Before 1 January 2015 VIEW LOOKING NORTH

Southbound East Avenue at North Crossing VEHICULAR CIRCULATION

Before 1 January 2015 VIEW LOOKING SOUTH

Southbound East Avenue at South Crossing VEHICULAR CIRCULATION

Before 1 January 2015 VIEW LOOKING SOUTH

North Crossing at East Avenue

PEDESTRIAN CIRCULATION

During Construction VIEW LOOKING WEST

Risk Assessment

4. LEED Platinum Certification

Challenge: Achieving LEED Platinum Goal Project Administrator

LEED Action Plan Set Plan Early

Quarterly Updates on Status

Documentation Control

Risk Assessment

4. LEED Platinum Certification

Construction Requirements Regional Materials

Recycled Materials

Waste Recycling

Indoor Air Quality

Risk Assessment

5. Schedule

Challenge: Work during Winter Months &Specialty Materials Impact Schedule Long Lead Items

Structural Steel, Air Handlers, Stone, Gartner

Monthly Updates Subcontractor Buy – In

Impact Mitigation Prompt Recovery Plans

Risk Assessment

6. BIM Coordination

Challenge: Coordinate concrete, steel, fireprotection, plumbing, HVAC & electrical trades.Non-traditional chase stack.

BIM Execution Plan Architectural Model from 2D Documents

Trade Management

Engineer Involvement

Risk Assessment

7. Stone Cladding

Challenge: Matching existing stone to anatural product within design expectations Testing

Stone Selection Potential Variations

Installation Handling & Hoisting Inside Building

Risk Assessment

8. Enclosure Coordination

Scope Carefully Define Scope with Other Trades &

Gartner

Envelope Commissioning

Risk Assessment

9. Site Constraints

Just in time delivery Risley Lot and Palm Road Staging

Risk Assessment

10. Hoisting & Material Handling

Crane Placements for Various Stages Material Handling Plan After Enclosure

Risk Assessment

GOLDWIN SMITH HALL

KLARMAN HALL

10. Hoisting & Material Handling

Risk Assessment

Assumed Enabling Work

Completion of Utility Relocation Roof Replacement Adjacent to Klarman

Questions