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COLLEGE OF ARTS & SCIENCES | HUMANITIES
7/23/2019 Klarman Hall Presentation
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COLLEGE OF ARTS & SCIENCES | HUMANITIES
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Presenters
• Gregg Crossett, CCM - Construction Manager
• Thomas King, PE, PMP - Director of CM
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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.
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Budget
• Total Project Cost $62,700,000
• Construction Budget $43,792,000
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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
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Communication Plan
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Brief Review of Architectural FirmReplacement at Klarman
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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
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CONSTRUCTION SCHEDULE
v0_-v1_-v4_
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Schedule
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Mobilize on Site
v00t3a6
Mid November 2013 VIEW LOOKING SOUTHWEST
SCHEDULE SEQUENCE
ENTRY GATE
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Mobilize on Site
ENTRY GATE
v00t3a6
Mid November 2013 VIEW LOOKING SOUTHWEST
SCHEDULE SEQUENCE
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Mobilize on Site
v10t3a6
Mid November 2013 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
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Install Double Channel Lag Wall
MOBILEHYDRAULIC
BOOM CRANE
v10t3b0
Early December 2013 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
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Excavate South to North
ROCK ±803’-9”
v10t406
Early December 2013 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
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Underpinning Complete
ROCK ±803’-9”
v10t410
Early February 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
ROCK ±800’-0”
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Establish South Rock Excavation
PIT ±782’
v10t416
Mid February 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
ROCK ±800’-0”
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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
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Concrete South to North
PIT ±775’
v10t426
Mid March 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
80 TON MOBILEHYDRAULIC
BOOM CRANE
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Concrete South to North
PIT ±775’
v10t430
Early April 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
80 TON MOBILEHYDRAULIC
BOOM CRANE
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Finish South Concrete Basement
v10t436
Mid April 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
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Begin North Foundation & Basement
v10t440
Early May 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
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Finish Northernmost Foundations
v10t446
Mid May 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
h ll / l
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Pour North Wall / Close Ramp
v10t450
Early June 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
M bili S l C
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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
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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
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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
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Commence Backup Walls
v10t470
Early August 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Finish Steel | Commence Backup Walls
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Finish Steel | Commence Backup Walls
v10t476
Mid August 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Set Atrium Trusses
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Set Atrium Trusses
v10t480
Early September 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Mobilize Gartner Crew
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Mobilize Gartner Crew
v10t486
Mid September 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
POTAIN HDT 80
Stone Finishes at Gartner Connection Points
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Stone Finishes at Gartner Connection Points
v10t490
October 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
POTAIN HDT 80
Gartner Scope Begins at GSH Connection
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Gartner Scope Begins at GSH Connection
v10t4a0
November 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
POTAIN HDT 80
Atrium Glass
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Atrium Glass
v10t4b0
December 2014 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
POTAIN HDT 80
Restore East Avenue to 2 Way Street
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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
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East Avenue Gartner Scope
v10t510
February 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
CONSTRUCTIONENTRY POINT
Gartner Scope Complete
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Gartner Scope Complete
v10t520
March 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
CONSTRUCTIONENTRY POINT
Prepare East Avenue Garden for Finishes
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Prepare East Avenue Garden for Finishes
v10t546
May 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Sitewide Hardscape & Garden Granite Finish
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Sitewide Hardscape & Garden Granite Finish
v10t560
July 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Garden Walkway Finish
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y
v10t560
Mid July 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Prepare Gardens for Planting
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p g
v10t570
Early August 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Seeding & Sod
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g
v10t576
Mid August 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Project Complete
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j
v10t900
October 2015 VIEW LOOKING NORTHWEST
SCHEDULE SEQUENCE
Project Complete
SCHEDULE SEQUENCE
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v00t900
October 2015 VIEW LOOKING SOUTHWEST
SCHEDULE SEQUENCE
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SITE LOGISTICS
v10-v12
Worksite Logistics Phase 1
SITE LOGISTICS
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Site Fence
Crane
Access Lane
Field Office
v01t430
Before 1 January 2015 VIEW LOOKING NORTHWEST
SITE LOGISTICS
Field Office Compound Phase 1
SCHEDULE SEQUENCE
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v40t420
Before 1 January 2015 VIEW LOOKING WEST
SCHEDULE SEQUENCE
Construction Waste Collection Center
Excav.
Staging
Welliver Field Office
Cornell Office
Subs
Gate
Worksite Logistics Phase 2
SITE LOGISTICS
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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
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v40t500
Before 1 January 2015 VIEW LOOKING WEST
SCHEDULE SEQUENCE
Construction Waste Collection Center
Klarman Hall
Staging
Welliver Field Office
Cornell Office
Subs
Gate
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RISK ASSESSMENT
v10-v12
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
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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
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GOLDWIN SMITH HALL
EAST AVENUE
±833’
±813’
v70t000
Today VIEW LOOKING SOUTH
Excavation to Rock
EXCAVATION SECTIONS
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GOLDWIN SMITH HALL
CRANE
±833’
±800’ - 803’-9” UnderpinningBank Retention
v70t416
February 2014 VIEW LOOKING SOUTH
Pit ExcavationEXCAVATION SECTIONS
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GOLDWIN SMITH HALL
CRANE
±833’
±800’ - 803’-9”
±782’ SOUTH, 775’-9” NORTH v70t436
April 2014 VIEW LOOKING SOUTH
Existing Condition
EXCAVATION SECTIONS
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GOLDWIN SMITH HALL
EAST AVENUE
±833’
±813’
v71t000
Today VIEW LOOKING SOUTH
Excavation to Rock
EXCAVATION SECTIONS
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CRANE
±775’-9”
±800’-0”
±833’
Underpinning
Dewatering
Bank Retention
v71t436
April 2014 VIEW LOOKING SOUTH
Existing Condition
EXCAVATION SECTIONS
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±813’ STORMSEWER
STORMSEWER
VAULT
GOLDWIN SMITH HALL
v72t000
Today VIEW LOOKING WEST
Pit Excavation
EXCAVATION SECTIONS
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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
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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
i C i
SITE LOGISTICS
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Route 1
Route 2
v09t456
During ConstructionPLAN VIEW
Northbound East Avenue at South Crossing VEHICULAR CIRCULATION
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.
Before 1 January 2015 VIEW LOOKING NORTH
Southbound East Avenue at North Crossing VEHICULAR CIRCULATION
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.
Before 1 January 2015 VIEW LOOKING SOUTH
Southbound East Avenue at South Crossing VEHICULAR CIRCULATION
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.
Before 1 January 2015 VIEW LOOKING SOUTH
North Crossing at East Avenue
PEDESTRIAN CIRCULATION
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During Construction VIEW LOOKING WEST
Risk Assessment
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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
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4. LEED Platinum Certification
Construction Requirements Regional Materials
Recycled Materials
Waste Recycling
Indoor Air Quality
Risk Assessment
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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
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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
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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
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8. Enclosure Coordination
Scope Carefully Define Scope with Other Trades &
Gartner
Envelope Commissioning
Risk Assessment
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9. Site Constraints
Just in time delivery Risley Lot and Palm Road Staging
Risk Assessment
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10. Hoisting & Material Handling
Crane Placements for Various Stages Material Handling Plan After Enclosure
Risk Assessment
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GOLDWIN SMITH HALL
KLARMAN HALL
10. Hoisting & Material Handling
Risk Assessment
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Assumed Enabling Work
Completion of Utility Relocation Roof Replacement Adjacent to Klarman
Questions
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