the case for cross laminated timber: part 1 q4 - the case for cl… · · 2015-11-24discuss the...
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4/18/2014
1
Archie Landreman
262-497-5550
Questions?
Presented on [Date] by [Author’s Name]
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The Case for Cross Laminated Timber: Part 1
Opportunities and Challenges for a New Class of Timber Product
Presented by
Archie Landreman
Regional Director North Central
Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems. Credit earned on completion of this program will be reported to CES Records for AIA members. Certificates of Completion for non-AIA members are available on request.
This program is registered with the 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. Registration no. 1
This Program is Registered with the AIA Learning Objectives
1. Review completed CLT projects that demonstrate a range of
applications and system configurations.
2. Discover how CLT can be used under current and future building
codes and standards.
3. Discuss benefits of using CLT in place of concrete and steel, including
structural versatility, prefabrication, lighter carbon footprint and
reduced labor costs.
4. Discuss the fire characteristics of CLT, including the benefits of
charring, current seismic approaches that can be used for CLT
buildings, and how the acoustic and moisture performance of CLT
assemblies can inform the design of a project.
Outline
• What is CLT?
• Definitions • The appeal • History • Availability
• Using CLT
• Project Examples • Best applications • Cost effective design • Building Codes and Standards
Outline
• What is CLT?
• Definitions • The Appeal • History • Availability
• Using CLT
• Project Examples • Best applications • Cost effective design • Building Codes and Standards
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New Class of Wood Products Large Timber Structures
• Incorporating timber plate elements
• Including large timber elements such as solid sawn, LVL, LSL, glulam, and CLT
• A structural system resisting both vertical and lateral loads
The new heavy timber movement is motivated by…. • Demand for lower impact structures
• Manufacturing Technology
• Material Technology
• Advances in Pre-fabrication
• Sophisticated Suppliers
What is Cross Laminated Timber (CLT)?
• Layers of dimension lumber stacked crosswise and glued on their wide faces. Adhesives follow requirements of Glulam beams.
• Width and thickness of laminations vary (2.4-9.5” wide, 5/8 -2” thick)
• Lumber is ~12% MC prior to manufacture,
• Two way slab with odd number of layers identifying primary strength direction.
• Manufactured panels are typically 8-10’ wide and up to 20” thick and up to 64’ long.
• Finished panels are planed, sanded, cut to size. Then openings are cut with precise CNC routers.
• Third party inspection at factory.
• Custom engineered for material efficiency.
• Custom designed for project.
How to use CLT - Assembly
Source: NORDIC Cross Laminated Timber Connection Details
How to use CLT - Assembly How to use CLT – Single Span Floor
Source: Structurlam CLT guide
SAMPLE SPAN TABLES – CONTACT PANEL MANUFACTURER FOR ACTUAL SPANS
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What is the appeal of CLT?
• Embodied Carbon Sustainability
Performance
Construction Efficiency
Stadhaus, London, UK Architect: Waugh Thistleton Architects Photo credit: Waugh Thistleton Architects
Volume of wood used 950 m3
Carbon sequestered and stored (CO2e)
760 metric tons
Avoided greenhouse gases (CO2e)
320 metric tons
Total potential carbon benefit (CO2e)
1,080 metric tons
Carbon savings from the choice of wood in this one building are equivalent to:
1,615 passenger vehicles off the road for a year
Enough energy to operate a home for 803 years
Reduced Embodied Carbon
• Reduced Embodied Carbon • Minimal waste production
Sustainability
Performance
Construction Efficiency
What is the appeal of CLT? Minimal Waste
Why are designers drawn to CLT?
• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
Performance
Construction Efficiency
Energy Efficient
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• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient Performance
Construction Efficiency
What is the appeal of CLT? Disaster Resilient Seismic R Under Alternate Means
• Reduced Embodied Carbon • Minimal waste production • Energy Efficient
Sustainability
• Disaster Resilient • Fire Resistant
Performance
Construction Efficiency
What is the appeal of CLT? Fire Test Results
4.5 in
6.9 in
6.9 in
9.6 in
• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient • Good Fire Resistance • High performing Acoustics
Performance
Construction Efficiency
What is the appeal of CLT? High Performing Acoustics
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Why are designers drawn to CLT?
• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient • Good Fire Resistance • High performing Acoustics • Structural Flexibility
Performance
Construction Efficiency
Structural Flexibility
• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient • Good Fire Resistance • High performing Acoustics • Structural Flexibility
Performance
• ~75% lighter than concrete Construction
Efficiency
What is the appeal of CLT? 75% Lighter Weight Than Concrete
• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient • Good Fire Resistance • High performing Acoustics • Structural Flexibility
Performance
• ~75% lighter than concrete
• Reduced construction time
Construction Efficiency
What is the appeal of CLT? Reduced Construction Time
Murray Grove, London UK
• 8 stories of CLT over 1 story concrete podium
• 8 stories built in 27
days (~1/2 the time of precast concrete)
Norwich Academy, Norwich UK
• 102,300 ft2 3 story
secondary school
• 17 weeks to construct
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• Reduced Embodied Carbon • Minimal waste production • Highly Energy Efficient
Sustainability
• Disaster Resilient • Good Fire Resistance • High performing Acoustics • Structural Flexibility
Performance
• ~75% lighter than concrete • Reduced construction time • Pre-fabricated and Precise
Construction Efficiency
What is the appeal of CLT? Pre-fabricated and Precise
CLT History Timeline
1990 2000 2005 2010 2015
Significantly increased use
in Europe
• 2010 – 1st Production
• 2011- PRG320 • 2011 -Canadian
Handbook • 2013 – US
Handbook interest began
.3 million m3 of built CLT
projects
Recognized in 2015 IBC
Austria industry-
academia joint research
.6-1 million m3 of built
CLT projects
Europe
North
Am
erica
Outline
• What is CLT?
• Mass Timber
• The Appeal
• History
• Availability
• Using CLT
• Project Examples
• Best applications
• Cost effective design
• Building Codes and Standards
UK
UK
Sweden
Italy
Germany
France
Australia
Tour of CLT Projects – The World
Stadhaus, London, UK Architect: Waugh Thistleton Architects Photo credit: Waugh Thistleton Architects
• Completed in 2009
• 8 stories of CLT over 1 concrete
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Frequently Asked Questions:
1. How are MEP Systems accommodated with CLT?.
• Rout and bore the panel to take the electrical conduit, plumbing pipes and mechanical chases. This can be done on site with traditional carpentry tools or in the factory using CNC technology, but the latter would require more coordination and would increase the cost of the product.
• Fur the wall out to accommodate MEP. This is likely to be the more common method in North America based on our building practices and need to satisfy sound insulation requirements.
• Type IV construction currently restrictions concealed spaces
Norwhich Open Academy, Norfolk England Design Team: Sheppard Robson, Romboll uK Photo credit: KLH
• Completed in 2010
• 3 stories
• > 102K sqft
• 2700 tons of CO2 stored = 10 years of operational energy
• 17 weeks to construct
Limnologen, Vaxjo, Sweden Architect: Arkitekbolaget, Kronoberg, Martinsons
• Completed in 2008
• 4 buildings
• 8 stories
• 78 ft. tall
• > 115K sqft..
• 134 units
Aqualux Hotel, Bardolino, Italy Architect: Rama Architettura
• 180K sqft
• Luxury Hotel
• Construction time was 3 mo. vs. 2 yr. w/ concrete
• Wall system was 2” thinner with CLT
Schankula H8, Bad Aibling, Germany Architect: Arthur Schankula
• Completed in 2011
• 8 stories
• 82 ft.
• ~12K sqft..
• 13 units
Paul Chevallier School, Lyon, France Architect: Techtoniques
• Elementary School
• Supported green roof
• CLT covered by wood cladding
• > 65K sqft
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Forte’, Victoria Harbor, Melbourne, Australia Architect: Lend Lease
• Completed in 2012
• 10 stories
• ~ 105 ft. tall, > 18.6 K sqft.
• 3 million in R&D
• Poor soils required a much lighter building
Forte’, Victoria Harbor, Melbourne, Australia Architect: Lend Lease
Vancouver, BC
Elkford, BC
Alberta, ON
Chibougamau QU
Whitefish, MT
Fitchburg, WI
Sacramento, CA
Tour of CLT Projects – North America
UBC Bioenergy Research & Demo, Vancouver, BC, Canada Design Team:
Elkford Lodge, Elkford, BC, Canada Design Team: Douglas Sollow, Associated Engineering, AHC
• SIP and CLT System
• Exposed CLT
• Tallest wall is 23.5 ft.
Frequently Asked Questions:
1. How are MEP Systems accommodated with exposed CLT?.
• Fur out a wainscoting on the lower half of the wall • Run the conduit, pipes and chases on the face of the CLT and use it
as an exposed architectural element. • Add stick-framed partition walls on the interior of the structure • Create a drop ceiling to conceal
• Gap the CLT panels to accommodate plumbing and mechanical and add a thin faux panel on the face.
• Create a built-up floor on top of the CLT floor deck to
accommodate MEP
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Fort McMurry Airport, Alberta, Canada Architect: McFarlane + Biggar Architects
• Completed 2013
• Largest NA CLT Project
• 170K sqft
Multi-family, Chibougamau, Quebec, Canada Photo: Nordic Engineered Wood
• 1st NA multi-family CLT project
• 170K sqft
Long Hall, Whitefish, MT Designer: Darryl Byle, Jason Hatten
• 1st Commercial CLT “Building” in US
• $145/sqft completed project cost
• Structural shell complete in < 5 days
• Saved 30% in foundation costs
• Saved 6-12% over CMU Promega GMP Facility, Fitchburg, WI Architect: Uihlein Wilson Architects
• Completed in 2013
• 1st Commercial CLT Building in US built with North American CLT
• CLT used only in the roof
Capitol Lofts, Sacramento, CA Architect: Applied Architecture
• Currently under construction
• Used in loft floors
• Applications can start out small
Product Availability
• Two North American producers of structural CLT
• ~425,000 ft3 of annual production capacity (structural CLT)
• 2-3 US Companies pursuing manufacturing facilities
• Non-commodity based product
• Standardized manufacture but custom fabrication
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How do you minimize product costs?
1. Use the minimum thickness possible 1. Floors are usually controlled by vibrations. 2. Fire rating requirements can effect thickness of panel.
2. Minimize material waste 1. Keep in mind press sizes available. 2. Selection of splice type effects % waste. 3. Openings can be accommodated with out cutting holes in panels.
3. Minimize factory CNC work 1. Consider field accommodation techniques for MEP 2. Openings can be accommodated with out cutting holes in panels.
4. Use the standard product options 1. Species 2. Finish 3. Lay-up
5. Choose the right application for CLT.
CLT as an alternate to Concrete/Masonry
Mid-rise Market Potential
CLT costs estimated $30-$35/sf in today’s market
Building Code -Product Standard
APA/ANSI PRG 320
• 7 stress classes
• Quality assurance testing
• Identification marking
Code Approvals – Product Reports Code Approvals – Product Reports
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US CLT Handbook
1. Introduction
2. Manufacturing
3. Structural
4. Lateral
5. Connections
6. DOL and Creep
7. Vibration
8. Fire
9. Sound
10.Enclosure
11. Environmental
12.Lifting
Building Code – Code Approvals
www.masstimber.com
Archie Landreman
262-497-5550
Questions?