UMass Design Building A Firsthand Account from Design through Owner Occupancy

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UMass Design Building A Firsthand Account from Design through Owner Occupancy Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi L. Clouston, PEng, MASc, PhD, University of Massachusetts Disclaimer: This presentations was developed by a third party and is not funded by WoodWorks or the Softwood Lumber Board

National AIA Firm Award Ranked in ARCHITECT Magazine s Top 50 Firms, 2015 & 2016 Over 85 National & Regional Design Awards Over 100 National & International Publications LEERS WEINZAPFEL ASSOCIATES

ACADEMIC INFRASTRUCTURE COMMUNITY CIVIC

https://bct.eco.umass.edu/

https://bct.eco.umass.edu/

UMass Design Building A Firsthand Account from Design through Owner Occupancy The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES), Provider #G516. Credit(s) earned on completion of this course will be reported to AIA CES for AIA members. Certificates of Completion for both AIA members and non-aia members are available upon request. This course is registered with AIA CES for continuing professional education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using, distributing, or dealing in any material or product. Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation. Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi Clouston, PEng, MASc, PhD, University of Massachusetts

UMass Design Building A Firsthand Account from Design through Owner Occupancy Course Description Completed in early 2017, the Design Building at the University of Massachusetts Amherst is the first of its kind in the U.S. At four stories and 87,500 sf, this mass timber project features a glued-laminated (glulam) timber column-and-beam frame, mass timber lateral forceresisting system, hybrid cross-laminated timber (CLT)/concrete floor system, and unconventional cantilevered forms. This presentation will highlight two aspects of the project: the design process will be discussed by the principal architect and the construction and occupancy phases will be reviewed by an associate professor who was close to the process and now works in the building. From code approval through occupancy, this session will address the process and collaboration required to see this groundbreaking structure to fruition in a steel-dominated construction industry. Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi Clouston, PEng, MASc, PhD, University of Massachusetts

UMass Design Building A Firsthand Account from Design through Owner Occupancy Learning Objectives Explore the design team s approach to material and construction selection for a mass timber building in lieu of traditional steel systems. Review the code approvals and procurement steps taken to achieve compliance for and construction of a first-of-its-kind mass timber building. Highlight innovative structural solutions such as composite CLT floor systems, researched at the University and implemented by the design team. Demonstrate the benefits realized by tenants of a mass timber building including aesthetics and occupant comfort. Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi Clouston, PEng, MASc, PhD, University of Massachusetts

UMass Design Building A Firsthand Account from Design through Owner Occupancy AGENDA/ OUTLINE Introduction Background, Context, & Design Concept Design Process Structure & Architecture Central Commons Assuring the Client: Budget, Procurement & Code Construction Mass Timber compared to Steel Construction Post&Beam Construction, Composite Floors, Shaft Walls, & Bracing Zipper Truss Mid-air Assembly Occupancy Phase and Benefits of Mass Timber User Experience and Intangibles of Wood and Architecture Forestry & Sustainability Benefits Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi Clouston, PEng, MASc, PhD, University of Massachusetts

Project Background & Design Concept

Regional Context

Aerial View of Campus

Campus Circulation

Building Concept Diagram

Site Model

Program Organization

Section Through Commons and Learning Courtyard

Cutaway Model

Central Commons

Learning Courtyard

Regional Context

View from Campus Core

View from Historic Stockbridge Way

View from North Approach

Design Process

Typical Floor Plan

Steel Column Grid

Timber Column Grid

Structural Systems

Glue Laminated (Glu-lam) Beams, Columns, and Diagonal Bracing

Cross Laminated Timber (CLT) for Floor Panels and Shear Walls

Post and Beam Structural Framework

Structural Framework Revit Model

Central Commons and Courtyard Design Structural Challenges: Longest span with heavy loading above Minimize structural depth Wet garden on a wood structure

Courtyard Concept Sketch

Zipper Truss Final Concept

Zipper Truss Model

Courtyard Model Views

Zipper Truss Model

Central Connector Studies

Central Connector Studies

Grasshopper Parametric Definition

Rhino Model Detail

Process: Assuring the Client Project Team and Stakeholders Project Team Client: University of Massachusetts Building Authority User: University of Massachusetts, Amherst Architecture & Design, LARP, Building Construction & Technology Architectural / Structural Design Team: Architect: Leers Weinzapfel Associates Structural Design Engineer: Equilibrium Consulting SER: SGH AHJ: MA State Building Inspector MA Board of Appeals Construction Team: Construction Manager Timber Fabricator and Installer

Process: Assuring the Client Bidding and Procurement Key Issues Danger of Over Estimating Contingency by Construction Managers or Cost Estimators due to the Unknown Importance of multiple Bidders Coordination of Fabricator and Installer Team

Process: Code Review & Variance Alternative Structural Systems CLT roof/floor panels and shear walls CLT floor panels and glulam beams with composite concrete

Process: Code Review & Variance Alternative Structural Systems CLT roof/floor panels and shear walls CLT floor panels and glulam beams with composite concrete

Process: Code Review & Variance Alternative Structural Systems CLT roof/floor panels and shear walls CLT floor panels and glulam beams with composite concrete

Process: Code Review & Variance Alternative Structural Systems CLT roof/floor panels and shear walls CLT floor panels and glulam beams with composite concrete

Process: Code Review & Variance TESTING

Process: Code Review & Variance Alternative Structural Systems

CONSTRUCTION

How is it Constructed?

Very Much like a Steel Building Steel Post & Beam Steel/Concrete Floors Steel Deck Roof Concrete Shafts Steel Braces Glulam Post & Beam CLT/Concrete Floors CLT Roof CLT Shafts Glulam Braces

Steel Post and Beam Structural Framework

Post and Beam Structural Framework

Glulam Beam to Column Connection

Glulam Beam to Column Connection

FAST glulam column installation Photo credit: A. Schreyer

Fab lab, wood shop, and BCT lab: framed in one day

Steel-Concrete Composite Floor System

Steel Concrete Composite Floor System

CLT Concrete Composite Floor System

CLT Concrete Composite Floor System

UMass research on HBV Shear Connector Failure line 140 120 100 Load (kn) 80 60 40 20 Steel failure 0 0.0 1.0 2.0 3.0 4.0 Displacement (mm) Clouston P, Bathon L, Schreyer A. 2005. Shear and Bending Performance of a Novel Wood-Concrete Composite System. ASCE Journal of Structural Engineering. 131(9), pp.1404-1412 Clouston P, Schreyer A. 2008. Design and Use of Wood-Concrete Composites. ASCE Practice Periodical on Structural Design and Construction, 13(4), pp. 167-175

CLT - Concrete Composite Floor

CLT - Concrete Composite Floor

CLT - Concrete Composite Floor

CLT - Concrete Composite Floor

Concrete Shaft Shear Walls

CLT Shaft Shear Walls

Photo credit: A. Schreyer

Steel Bracing Lateral Cross Bracing

Glulam Bracing Lateral Cross Bracing

Lateral Cross Bracing

Lateral Cross Bracing

Slotted-in plates with tight fitting dowels

Zipper truss mid-air assembly

Photo credit: A. Schreyer

Photo credit: A. Schreyer

OCCUPANCY PHASE & BENEFITS

Local Species Cross Laminated Timber Massachusetts Eastern Hemlock Principal Investigator: P.L. Clouston (clouston@umass.edu) Co-Investigators: A.C. Schreyer & S. R. Arwade What are we doing? Proof-of-concept computer modeling and testing Why are we doing it? To create markets for local wood species, green jobs and to preserve local forest health

Timber Structure Revit Model Carbon Summary

Read all about it https://bct.eco.umass.edu/a bout-us/the-design-buildingat-umass-amherst/designbuilding-press-review/

UMass Design Building A Firsthand Account from Design through Owner Occupancy THANK YOU! Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi L. Clouston, PEng, MASc, PhD, University of Massachusetts

QUESTIONS? This concludes The American Institute of Architects Continuing Education Systems Course Tom S. Chung, AIA LEED BD+C, Principal, Leers Weinzapfel Associates Peggi L. Clouston, PEng, MASc, PhD, University of Massachusetts