UMass Amherst Design Building Leading the Way with Mass Timber Solutions
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1 UMass Amherst Design Building Leading the Way with Mass Timber Solutions Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the Softwood Lumber Board.
2 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.
3 UMass Amherst Design Building Leading the Way with Mass Timber Solutions Course Description Just Completed, the Design Building at the University of Massachusetts Amherst is the most advanced mass timber structure in the US and the largest, at a University in the US. At four stories and 87,000 sf, this mass timber project, designed by Leers Weinzapfel Associates, features a glue-laminated (glulam) timber column-and-beam frame, crosslaminated timber (CLT) shear walls, composite CLT floor systems, and unconventional cantilevered forms. It also includes an open floor plan, exposed mass timber framing throughout, and a composite glulam zipper truss spanning a central commons, with a green roof courtyard above. This presentation by the project s principal architect will review the process and collaboration required to see this groundbreaking structure to fruition in a steel-dominated construction industry. Topics will include design, detailing, procurement of materials, code approvals and construction, with an emphasis on issues and solutions. Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates
4 UMass Amherst Design Building Leading the Way with Mass Timber Solutions Learning Objectives Explore the design team s approach to material and construction selection for a mass timber building in lieu of traditional steel systems. Discuss the use of composite CLT floor systems and associated design considerations. Review the code approval and local permitting steps taken to achieve compliance for a first-of-its-kind mass timber building. Highlight innovative structural solutions implemented by the design team in the central commons and courtyard in order to meet massing and occupancy needs. Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates
5 UMass Amherst Design Building Leading the Way with Mass Timber Solutions AGENDA/ OUTLINE Introduction Background & Context Design Concept Process Mass Timber Structure Design Steel Systems vs Wood Systems Assuring the Client: Budget, Procurement & Code Design Details and Construction Central Commons and Courtyard Design Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates
6 Regional Context
7 Aerial View of Campus
8 Campus Circulation
9 Building Concept Diagram
10 Site Model
11 Section Through Commons and Learning Courtyard
12 Cutaway Model
13 Program Organization
14 Central Commons
15 Learning Courtyard
16 Regional Context
17 View from Campus Core
18 View from Historic Stockbridge Way
19 View from North Approach
20 Design Process
21 Steel Column Grid
22 Timber Column Grid
23 Post and Beam Structural Framework
24 Structural Framework Revit Model
25 Mass Timber Structure Components
26 Glue Laminated (Glu-lam) Beams, Columns, and Diagonal Bracing
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28 Cross Laminated Timber (CLT) for Floor Panels and Shear Walls
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31 Structural Systems
32 How is it Constructed?
33 Very Much like a Steel Building Steel Post & Beam Steel/Concrete Floors Steel Deck Roof Concrete Shafts Steel Braces GL Post & Beam CLT/Concrete Floors CLT Roof CLT Shafts Glulam Braces
34 Steel Post and Beam Structural Framework
35 Glulam Post and Beam Structural Framework
36 Glulam Beam to Column Connection
37 Glulam Beam to Column Connection
38 Glulam Beam to Column Connection
39 Steel and Concrete Floor System
40 Steel and Concrete Floor System
41 CLT and Concrete Floor System
42 CLT and Concrete Floor System
43 CLT and Concrete Composite Floor
44 CLT and Concrete Composite Floor
45 CLT and Concrete Composite Floor
46 CLT and Concrete Composite Floor
47 Steel Decking Roof Deck
48 CLT Panels Roof Deck
49 Concrete Shaft Shear Walls
50 CLT Shaft Shear Walls
51 Steel Bracing Lateral Cross Bracing
52 Glulam Bracing Lateral Cross Bracing
53 Lateral Cross Bracing
54 Lateral Cross Bracing
55
56 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
57 Process: Assuring the Client Project Team and Stakeholders
58 Process: Assuring the Client Project Team and Stakeholders
59 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 Proper scoping of work for Bids. Especially if based on Progress Drawings Consideration of Contractor Reputation and History. It s a small world!
60 Process: Assuring the Client Preliminary Estimates
61 Process: Assuring the Client Timber vs Steel Budget Comparison
62 Process: Assuring the Client Fabricator/ Installer Bid Quotes
63 Process: Code Review & Variance Alternative Structural Systems CLT roof/floor panels and shear walls CLT floor panels and glulam beams with composite concrete
64 Process: Code Review & Variance Alternative Structural Systems
65 Process: Code Review & Variance TESTING
66 Central Commons and Courtyard Design Structural Challenges: Longest span with heavy loading above Minimize structural depth Wet garden on a wood structure
67 Courtyard Concept Sketch
68 Preliminary Courtyard Section
69 Central Space Structural Concepts
70 Zipper Truss Final Concept
71 Zipper Truss Model
72 Structural Loading Efficiency
73 Courtyard Soil Profile Requirements
74 Modified Final Courtyard Plan
75 Courtyard Model Views
76 Courtyard Plan
77 Zipper Truss Model
78 Central Connector Studies
79 Central Connector Studies
80 Central Connector Studies
81 Grasshopper Parametric Definition
82 Rhino Model Detail
83
84 Profile and Layout
85
86 Construction Documents
87 Central Connector Design Assist
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102 UMass Amherst Design Building Leading the Way with Mass Timber Solutions THANK YOU! Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates
103 QUESTIONS? This concludes The American Institute of Architects Continuing Education Systems Course Tom S. Chung, AIA LEED BD+C Principal, Leers Weinzapfel Associates
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