Case Study: TallWood House at Brock Commons The University of British Columbia
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1 Case Study: TallWood House at Brock Commons The University of British Columbia Presented on January 25, 2017 by Robert Jackson 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 Course Description When completed in the spring of 2017, the 18-story TallWood House at Brock Commons will be the tallest contemporary mass wood building in the world. An exceptional example of the advantages of timber prefabrication, this project aspires to be the model for a future that includes extraordinarily ordinary mass wood buildings. This presentation will introduce the project, discuss the various design approaches considered and explain the process used to arrive at the final solution. While providing a focused discussion on the structural design and unique engineering challenges, the presenter will also provide an introduction to the fire/life safety approach, construction methods and project coordination.
4 Learning Objectives 1. Review the structural system in the context of design challenges and how/why the project team arrived at the final solution. 2. Understand the fire design approach for TallWood House. 3. Discuss the methods employed to deliver a highly prefabricated mass timber project and related construction benefits. 4. Review the cost and quality of the final solution, as well as lessons learned.
5 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
6 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
7 DESIGN TEAM Kamps Engineering Limited PROJECT BACKGROUND
8 TIMELINE 10 Months Dec Sept Aug Oct May 2016 Sept Summer 2017 Project Contemplation NRC Funding Announced Design Team Selected SSR Completed Tender Construction Start Concrete Complete, Timber Install Start Superstructure Complete Project Complete PROJECT BACKGROUND
9 EXTERNAL FUNDING National Resources Canada (NRCan) Forestry Innovation Investment Ministry of Forests, Lands, And Natural Resource Operations Binational Softwood Lumber Council PROJECT BACKGROUND
10 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
11 LOCATION/CLIMATE DESIGN CONTEXT
12 LOCATION/CLIMATE DESIGN CONTEXT
13 LOCATION/CLIMATE DESIGN CONTEXT
14 LOCATION/CLIMATE DESIGN CONTEXT
15 COST DESIGN CONTEXT
16 BUILDING CODES & MATERIAL STANDARDS BRITISH COLUMBIA BUILDING CODE 2012 ENGINEERING DESIGN IN WOOD DESIGN CONTEXT
17 PROCUREMENT DESIGN CONTEXT
18 SUPPLIERS DESIGN CONTEXT
19 SUPPLIERS CAPACITY NLT GLT STARTING POINT CLT LVL LSL = 3640 m 3 OF MASS TIMBER DESIGN CONTEXT
20 SUPPLIERS CAPABILITY DESIGN CONTEXT
21 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
22 DESIGN APPROACH KEEP IT SIMPLE DESIGN APPROACH CREDIT: SEAGATE
23 DESIGN APPROACH DESIGN APPROACH
24 DESIGN APPROACH DESIGN APPROACH
25 DESIGN APPROACH DESIGN APPROACH
26 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
27 SUPERSTRUCTURE BUILDING OVERVIEW CREDIT: CADMAKERS
28 SUPERSTRUCTURE - LATERAL BUILDING OVERVIEW CREDIT: CADMAKERS
29 SUPERSTRUCTURE - LATERAL BUILDING OVERVIEW CREDIT: SEAGATE
30 SUPERSTRUCTURE - GRAVITY BUILDING OVERVIEW CREDIT: CADMAKERS
31 SUPERSTRUCTURE - GRAVITY BUILDING OVERVIEW CREDIT: KK LAW
32 SUPERSTRUCTURE - GRAVITY BUILDING OVERVIEW CREDIT: SEAGATE
33 PANEL SUPERSTRUCTURE LAYOUT - GRAVITY BUILDING OVERVIEW
34 ARCHITECTURE SUPERSTRUCTURE - GRAVITY BUILDING OVERVIEW CREDIT: ACTON OSTRY
35 ARCHITECTURE SUPERSTRUCTURE - GRAVITY BUILDING OVERVIEW CREDIT: ACTON OSTRY
36 ENVELOPE BUILDING OVERVIEW CREDIT: ACTON OSTRY
37 ENVELOPE BUILDING OVERVIEW CREDIT: ACTON OSTRY
38 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Superstructure Overview Key Analysis / Design Issues Construction Conclusion
39 BUILDING CODES & MATERIAL STANDARDS BCBC 2012 limited to 6-storeys UBC an Independent Jurisdiction British Columbia Safety Standards Branch Site Specific Regulation Building Permit KEY ANALYSIS/DESIGN ISSUES
40 BUILDING CODES & MATERIAL STANDARDS NBCC 2015 BCBC 2012 Vancouver Sa(2.0) = SEISMIC ACCELLERATIONS INCREASED BY 53% NBCC 2015 Vancouver Sa(2.0) = KEY ANALYSIS/DESIGN ISSUES
41 BUILDING CODES & MATERIAL STANDARDS PEER REVIEWS Merz Kley Partners Austria Timber Focused Read Jones Christofferson Vancouver Seismic Focused KEY ANALYSIS/DESIGN ISSUES
42 BUILDING CODES & MATERIAL STANDARDS KEY ANALYSIS/DESIGN ISSUES MICHAEL GREEN ARCHITECTURE
43 FIRE KEY ANALYSIS/DESIGN ISSUES
44 FIRE KEY ANALYSIS/DESIGN ISSUES
45 FIRE KEY ANALYSIS/DESIGN ISSUES
46 FIRE KEY ANALYSIS/DESIGN ISSUES
47 FIRE KEY ANALYSIS/DESIGN ISSUES
48 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
49 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
50 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
51 POINT POINT SUPPORTED SUPPORTED CLT CLT KEY ANALYSIS/DESIGN ISSUES
52 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
53 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
54 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
55 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
56 POINT SUPPORTED CLT KEY ANALYSIS/DESIGN ISSUES
57 COLUMN TO COLUMN CONNECTIONS KEY ANALYSIS/DESIGN ISSUES
58 COLUMN TO COLUMN CONNECTIONS KEY ANALYSIS/DESIGN ISSUES
59 COLUMN TO COLUMN CONNECTIONS KEY ANALYSIS/DESIGN ISSUES
60 AXIAL COLUMN SHORTENING Δ1 Δ2 TIIMBER COLUMNS CONCRETE CORE TIIMBER COLUMNS Δ1 (CONCRETE) Δ2 (TIMBER) = SHRINKAGE + ELASTIC SHORTENING + CREEP = SHRINKAGE + ELASTIC SHORTENING + CREEP + JOINT SETTLEMENT KEY ANALYSIS/DESIGN ISSUES
61 AXIAL COLUMN SHORTENING Dead Load Axial Live Load Axial Longitudinal Shrinkage Creep and Joint Settlement KEY ANALYSIS/DESIGN ISSUES
62 AXIAL COLUMN SHORTENING TIME OF INSTALL MECHANICAL SHIM PACKAGE KEY ANALYSIS/DESIGN ISSUES
63 AXIAL COLUMN SHORTENING SOME TIME LATER MECHANICAL SHIM PACKAGE KEY ANALYSIS/DESIGN ISSUES
64 AXIAL COLUMN SHORTENING KEY ANALYSIS/DESIGN ISSUES
65 LATERAL DESIGN KEY ANALYSIS/DESIGN ISSUES
66 LATERAL DESIGN RdRo = 3.5 * 1.6 DUCTILE COUPLED CONCRETE SHEARWALLS ~R=5.6 MODE 1 = E/W ORTHOGONAL, T=2.0 SEC. MODE 2 = N/S ORTHOGONAL, T = 1.65 SEC. MODE 3 = TORSIONAL, T= 1.30 SEC. EQ = 4.5% OF WEIGHT KEY ANALYSIS/DESIGN ISSUES
67 CAPACITY DESIGN CAPACITY DESIGN NO YIELDING DESIGN DIAPHRAGM TO FLEXURAL CAPACITY OF CORES DESIGN CONNECTIONS, DRAGS, CHORDS, COLLECTORS WITH OVERSTRENGTH CAPACITY YIELDING KEY ANALYSIS/DESIGN ISSUES
68 CAPACITY DESIGN KEY ANALYSIS/DESIGN ISSUES
69 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
70 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
71 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
72 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
73 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
74 DIAPHRAGM DESIGN KEY ANALYSIS/DESIGN ISSUES
75 DYNAMIC WIND ACCELERATIONS KEY ANALYSIS/DESIGN ISSUES
76 DYNAMIC WIND ACCELERATIONS DAMPING? β= 1% to 3% KEY ANALYSIS/DESIGN ISSUES
77 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
78 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
79 INFORMATION FLOW DESIGN TEAM CADMAKERS (3D COORDINATOR) STRUCTURLAM (TIMBER SUPPLIER) 3D (.SAT and.ifc) models provided by CadMakers supplies general geometry including all mechanical penetrations. Use of a coordinated single model saved time and reduced confusion between the multiple parties. KEY ANALYSIS/DESIGN ISSUES
80 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
81 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
82 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
83 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
84 PRE-FABRICATION ~0.95 mmfbm in 2 months time. KEY ANALYSIS/DESIGN ISSUES
85 PRE-FABRICATION KEY ANALYSIS/DESIGN ISSUES
86 PRE-FABRICATION Fabrication arranged in a linear process for just in time delivery. Loads arranged on trucks to perfectly match installation sequence o Requires ample preplanning on the part of the project team KEY ANALYSIS/DESIGN ISSUES
87 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
88 MOCK-UP CONSTRUCTION
89 MOCK-UP CONSTRUCTION
90 MOCK-UP CONSTRUCTION
91 MOCK-UP PRECAST SIP WOOD FRAME/ METAL PANEL STEEL STUD/ METAL PANEL CONSTRUCTION
92 SEQUENCING CONSTRUCTION
93 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
94 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
95 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
96 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
97 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
98 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
99 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
100 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
101 CONSTRUCTION CONSTRUCTION
102 CONSTRUCTION CONSTRUCTION
103 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
104 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
105 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
106 CONSTRUCTION CONSTRUCTION CREDIT: SEAGATE
107 CONSTRUCTION CONSTRUCTION
108 CONSTRUCTION CONSTRUCTION
109 CONSTRUCTION CONSTRUCTION
110 CONSTRUCTION CONSTRUCTION CREDIT: ACTON OSTRY
111 CONSTRUCTION CONSTRUCTION CREDIT: ACTON OSTRY
112 TALLWOOD HOUSE AT BROCK COMMONS Project Background Design Context Design Approach Building Overview Key Analysis / Design Issues Construction Conclusion
113 PROGRESS TO DATE CONCLUSION CREDIT: NATURALLY WOOD
114 ACHIEVEMENTS WOOD VOLUME ESTIMATE 3600m 3 ACHIEVED 2233m 3 COST 192 $/ft 2 (2014) TBD TIMBER INSTALL ~2 FLOORS / WEEK 2 FLOORS / WEEK RAIN A LITTLE A LOT! TOLERANCES +/- 1mm +/- 1mm CONCLUSION
115 LESSONS LEARNED Efficient system suitable for student residences, microapartments or hotels Wider column grid possible with wider panels Keep things simple. Involve your trades early. 3D coordination paid off. Kit-Of-Parts prefabrication has advantages. CONCLUSION
116 Questions? This concludes The American Institute of Architects Continuing Education Systems Course Robert Jackson Fast + Epp Structural Engineers rjackson@fastepp.com
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