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

27

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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