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CROSS LAMINATED TECHNOLOGIES - USA
Presented by MDS10 pllc, Architects and CLT USA, LLC
C. Crawford Murphy, Architect & President
Michael J. DeVere, Architect & CEO
The What, Why and When success story of
CLT Technology
CLT – 3xW
• Organized in 2011.
• Brought CLT to the attention of universities, builders, and architectural
firms in North America.
• Secured grant funding for academic research in the use of Southern
Yellow Pine for CLT manufacturing.
• “White Paper” from NC Department of Insurance, acknowledging CLT as
an approved building material.
• Designed, engineered, procured, and erected first commercial CLT
structure in USA.
• Helped draft the APA / ANSI Standards for manufacturing of CLT in
North America.
• Initiated a process with Patrick County, Virginia, for financing of our initial
start-up and future plants.
• Identified initial plant site with municipal support, potential key corporate
personnel and strategic partners.
• Gained endorsement of US Army Corps of Engineers and Department of
the Army.
Company History
• Cross-Laminated Timber (CLT) panel consists of a series of milled timber planks that are stacked, glued and laminated in perpendicular layers. The gluing takes place using ecologically friendly adhesives that are both solvent-free and formaldehyde-free. The glue is applied automatically over the whole surface and then subjected to approximately 120 pounds per square inch of pressure that provides a very high-quality level of adhesion.
• Material used in the fabrication of CLT Panels are factory dried to achieve a very low moisture content (12%).
• Resulting panels are strong and have favorable acoustic, thermal, fire resistant and seismic resistant characteristics.
• Environmentally preferable substitute for concrete, steel, and oriented strand board
• Use to build energy-efficient structures
• Extensively used in Canada , Europe, Japan and now in Australia.
What is Cross Laminated Timber?
CLT dialogue before 2008
CLT dialogue 2008 and beyond
CLT Market Development 2008
CLT Market Development 2016Estimated US market size is greater than $1.5 billion annually
CLT Production Development Estimate for 2015
CLT Energy Savings Concept
• Solid wall panel vs. open framing
• Minimum clearances for openings
• Low Thermal Transfer
• Less insulation needed
• Accommodates Rain Shield façade technology
• Durability
Qualities of Cross Laminated Timber
Sustainability
• Certified Timber Application
• High CO2 sequestration
• Acceleration of CO2 sequestration by volume
• Application offsets energy consumption
• Application offsets CO2 off gas from steel, glass, concrete, plastics, etc.
• Re-Use / Second Life / Recycle / Bio-Mass
Qualities of Cross Laminated Timber
• Use of Southern Yellow Pine more economical than present use of Spruce and Fir.
• Southern Yellow Pine grows up to 3x faster than other species currently being used in the production of CLT.
• Use of relatively low value sideboards of a log having quality grades of #2 and #3 can be used in production.
• Rapid on-site erection and fewer construction delays due to prefabricated elements.
• Fast and dry installation, immediate durability.
• Reductions in on-site waste as wall, floor, and roof elements are pre-cut.
• Reduction of on-site construction noise by eliminating the use of most saws and hammers.
• Easier on-site installation of plumbing, electrical, and HVAC duct systems.
COST EFFECTIVE
Advantages of Using Cross Laminated Timber
• Sound Insulation due to the inherent acoustic
protection of solid mass elements.
• Fire Protection due to the resistance to spread
and the structural stability of solid wood having
significant thickness.
• Load-Bearing and seismic strength.
Successful testing and research has been
conducted in Japan.
• Dimensional Stability. Multi-layer slab effect,
shrinking and swelling negligible.
• Air Tightness and Thermal Benefits.
Ambient room temperature is maintained with
approximately one third the heating and cooling
energy.
• Visible Quality Opportunities. CLT can be
sanded or planed and left exposed.
• Living Space Comfort. Insulation properties
moderate temperature and humidity.
SUPERIOR BUILDING PERFORMANCE
Advantages of Using Cross Laminated Timber
• Low Carbon Footprint because wood products store carbon and take
little energy to produce.
• Carbon Neutral Buildings wood contributes to overall neutrality because
more carbon is removed from the atmosphere by the growing tree than is
emitted during the process of transforming it into a product. This means
wood products carry a “carbon credit” which helps offset the “carbon
Debt” imposed by other building materials.
• Safe and Healthy Environment. Use of wood adhesives that are free of
toxins assures there is virtually no off-gassing of pollutants into the
atmosphere or indoor environment.
• The use of CLT construction will provide a cleaner, greener, faster, and
financially beneficial alternative to standard concrete construction used
today. CLT building shells are 10-50% cheaper than their concrete
alternatives for the market segments considered.
LOW ENVIRONMENTAL IMPACT
Advantages of Using Cross Laminated Timber
PANEL CONFIGURATION
The basis for the cutting is formed by the cutting plans of the client (AKA: Formatting).
Factory cutting of panels takes place using state-of-the-art CNC technology. Upon request, and with appropriate equipment, the panels can also be cut by the relevant construction company.
The size and thickness specific to the need of the project. A typical panel is 8 feet wide and 12 feet long. But, are available in widths up to 14 feet and lengths of 50 feet with depth ranging from 3 to 12 inches.
Window openings and routing of electrical runs are pre-cut to precise dimensions.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
Panels arrive at the site pre-cut, equipped with a lifting harness, and ready for immediate installation. Panels arrive in the sequence of construction.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
Easy assembly of CLT components with minimal skilled labor and equipment.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
Depending upon the scale and time schedule, most projects require a crane operator, a Master Carpenter, and two to three framers.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
Precision cut in the factory, CLT panels are used for elevator shafts. Panels can be set plumb and true so that elevator rails do not need shims or spacers.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
Several options for the installation of electrical and plumbing are available. Aside from providing conventional framed walls, conduits and piping can be pre-cut into the panels, cut or core drilled in the field, or concealed in panel connection joints.
Advantages of Using Cross Laminated Timber
PANEL ASSEMBLY
OPEN ACADEMY, NORWICH
Sheppard Robson, London
Advantages of Using Cross Laminated Timber
FIRE RESISTANCE
In a fire, a solid wall of timber will benefit from protection of a charred layer and therefore does not deteriorate in the same way as a stud or joist.
Depending on the thickness of the panel, fire protection classification of ½ to 1 hour are available without the use of any fire resistant covering.
Through layered construction using fire treated gypsum wall board, greater fire resistance can be achieved.
Being CLT panels are solid, there are no openings for fire to transverse once the finish material resistance fails.
The burn rate of a bare timber panel is less than 7 mm per minute.
A timber beam will retain structural integrity longer than a steel beam, which loses strength above certain temperature and buckles.
Advantages of Using Cross Laminated Timber
SEISMIC RESISTANCE:
SPECIAL CONSIDERATION:
A seven story mock-up building has been erected and tested in a Japanese laboratory, subjecting it to a simulated 7.2 magnitude earthquake.
Only minor damage occurred.
To see a video of this test, go to YouTube.com and search for Kobe Earthquake Test.
After the seismic test, this building was dismantled, shipped back to the owner, and reassembled for use as student housing. Just another example of a practical Sustainable Building System.
Advantages of Using Cross Laminated Timber
REFERENCED DOCUMENTS
AMERICAN NATIONAL
STANDARDS INSTITUTE
FOR CLT
AMERICAN WOOD
COUNCIL FIRE TEST
REPORT ON CLT:
3 HOUR RATING
UNIVERSITY OF
VIRGINIA TECH FIRE
TEST REPORT ON THE
USE OF SOUTHERN
YELLOW PINE FOR CLT
TORNADO RESEACH
CONDUCTED BY THE
UNIVERSITY OF TEXAS
TECH AND GRAZ UNIV.
OF AUSTRIA
PUBLISHED BY
FP INNOVATIONS AND
THE BI-NATIONAL
SOFTWOOD LUMBER
COUNCIL
NORTH CAROLINA
ACKNOWLEDGEMENT
OF CLT AS A VIABLE
BUILDING MATERIAL
THE INTERNATIONAL
CODE COUNCIL WILL
RECOGNIZED CLT IN
THE 2015 EDITION OF
THE INTERNATIONAL
BUILDING CODE
TRADA IS AN
INTERNATIONAL
MEMBERSHIP
ORGANIZATION
DEDICATED TO
INFORMING BEST
PRACTICE DESIGN,
SPECIFICATION, AND
USE OF WOOD &
TIMBER IN THE BUILT
ENVIRONMENT
TRADA CASE STUDY
OF THE FIRST
COMMERCIAL
APPLICATION OF CLT
IN LONDON, UK
SKIDMORE, OWENS &
MERRILL - ARCHITECTS,
HAVE CONDUCTED
INDEPENDENT STUDIES
ON CLT APPLICATION
TO HIGH RISE
STRUCTURES.
THEIR CONCLUSION IS
THAT CLT IS
STRUCTURALLY
CAPABLE AND COST
EFFECTIVE TO ERECT A
42 STORY STUCTURE.
EARTHQUAKE
PERFORMANCE
ANALYSIS OF MULTI-
STORY CLT BUILDINGS
INDOOR AIR QUALITY:
VIRTUALLY NO OFF GAS
AND EXCEEDS
CALIFORNIA’S CARB
REQUIREMENTS
CLT USA RECOGNIZED
BY THE US ARMY
CORPS OF ENGINEERS
CURRENT EXAMPLE OF COMMERCIAL APPLICATION
OF CLT IN A MID-RISE APARTMENT DEVELOPMENT
Structural Aspects of
Cross Laminated Timber
Graham Montgomery
Britt Peters and Associates
Greenville, SC
History of Structural Wood Products
Ancient Structures – Horyuji
Temple, Japan
Heavy Timber
Engineered Wood Products
Plywood, OSB, I-Joist, Glulam,
Structural Composite Lumber, Open
Web Trusses
Massive Timber
Cross Laminate Timber
Thick Plywood
Wood version of precast concrete
Completing the family of wood
products – panel form of glulam beam
What are similarities and differences to
previous wood products
Connections, stability in all directions
Fire, brute strength, quality construction,
not high quality lumber
Spans – Floor/Roofs
Spans
10ft to 25ft for floors
15ft to 40ft for roofs
Lighter than concrete by 3x
Thin floor sections allow for saving space
Span to Depth Ratios
Up to 38 for floors
Up to 60 for roofs
Spans – Walls
Tall Walls
Manufacturing and Warehouses
Tall Buildings – Skyscrapers
Shear Walls
Plywood – 280-870 lbs/ft
CLT – 2,900-11,000 lbs/ft+
Capabilities
Cantilever
The wall is the beam!
Folded plate
2 way plate
Cables
Cables
Traditional Connectors
Design philosophy
Simple nail and bracket
Heavy bolting
Innovative Connectors
Self-tapping screws
Interlocking concealed connections
Adhesives
Seismic, Impact, Blast Design
Strong panel
Ductile connections
Reduced weight
Durability/Toughness
Tall Wood Building
Competition “Framework” – Portland
12 Stories
475 West 18th St – NYC
10 Stories
20, 30, and up to
40 stories possible
CURRENT EXAMPLE OF COMMERCIAL APPLICATION
OF CLT IN A MID-RISE APARTMENT DEVELOPMENT
NORTHBURY SCHOOL
Greenhill Jenner Architectures,
London
•SCHOOLS
Examples using Cross Laminated Timber
OPEN ACADEMY, NORWICH
Sheppard Robson, London
Examples using Cross Laminated Timber
•SCHOOLS (under construction)
OPEN ACADEMY, NORWICH
Sheppard Robson, London
Examples using Cross Laminated Timber
•SCHOOLS (finished construction)
COLLEGES FALMOUTH COLLEGE
Urban Salon Architecture,
London
Winner of International Green Apple
Award, Built Environment; RISA
Award for Architecture; LABC South
West; Timber in Construction
Award; Best Education Project at
Off Site Construction Awards.
Examples using Cross Laminated Timber
DAY CARE
THOMAS’ SCHOOL
Claridge Architects,
London
Examples using Cross Laminated Timber
OFFICES
Examples using Cross Laminated Timber
RESIDENCES
Examples using Cross Laminated Timber
RESIDENCES
Hillside Construction
Austria
Examples using Cross Laminated Timber
APARTMENTS
Examples using Cross Laminated Timber
HOTELS
Examples using Cross Laminated Timber
RESTAURANT
Examples using Cross Laminated Timber
Waugh Thistleton Architects & Techniker Engineers
The Stadthaus 24 Murray Grove, London
•Comprising both private and
affordable housing, The Stadthaus
provides twenty nine apartments, ten of
them being affordable units.
•The entire nine storey panel structure
was assembled in 27 working days by
a four man crew using powered hand
tools and a mobile crane.
Photography by Will Pryce
•Timber absorbs carbon throughout its
natural life and continues to store that
carbon when cut. The fabric of The
Stadthaus tower stores over 300 tons
of carbon. •The total vertical settlement for
entire eight floors of timber panel
framing was only ¾ of one inch.
•The exterior façade consists of over
5,000 painted wood fiber panels,
and are referred to as a rain shield.
A Case Study using Cross Laminated Timber
The Stadthaus 24 Murray Grove, London
Waugh Thistleton Architects & Techniker Engineers
Photography by Will Pryce
A Case Study using Cross Laminated Timber
Completed Construction
The Stadthaus 24 Murray Grove, London
Photography by Will Pryce
Waugh Thistleton Architects & Techniker Engineers
A Case Study using Cross Laminated Timber
Interiors The Stadthaus 24 Murray Grove, London
Waugh Thistleton Architects & Techniker Engineers
Photography by Will Pryce
A Case Study using Cross Laminated Timber
RESEARCH: USE OF SOUTHERN YELLOW PINE FOR CLT
CLT @ NCSUCLT RESEARCH
Phil Mitchell, PhD
Forestry and CLT liaison at NCSU
Research of Cross Laminated Timber
RESEARCH: USE OF HARDWOODS FOR CLT
Dr. Daniel Hindman
Research of Cross Laminated Timber
RESEARCH: USE OF CLT IN TORNADO RESISTANT STRUCTURES
Dr. Gerhard Schickhofer
Research of Cross Laminated Timber
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT structure in the United
States
Myers Memorial
Bell Tower
MDS10 Architects
Asheville, NC
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
• Carbon stored in the wood: 1,014 metric tons of CO2
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
• Carbon stored in the wood: 1,014 metric tons of CO2
• Avoided greenhouse gas emissions: 2,155 metric tons of CO2
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
• Carbon stored in the wood: 1,014 metric tons of CO2
• Avoided greenhouse gas emissions: 2,155 metric tons of CO2
• Total Potential Carbon Benefit: 3,169 metric tons of CO2
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
• Carbon stored in the wood: 1,014 metric tons of CO2
• Avoided greenhouse gas emissions: 2,155 metric tons of CO2
• Total Potential Carbon Benefit: 3,169 metric tons of CO2
• Equivalent to 605 cars off the road for a year or
First completed CLT school structure in the
United StatesFranklin
Elementary School,
West Virginia
MSES Architects
Fairmont, WV
• Volume of wood products use: equivalent to 818,736 board feet
• U.S. and Canadian forest grows this much in 4 minutes
• Carbon stored in the wood: 1,014 metric tons of CO2
• Avoided greenhouse gas emissions: 2,155 metric tons of CO2
• Total Potential Carbon Benefit: 3,169 metric tons of CO2
• Equivalent to 605 cars off the road for a year or
• Energy to operate a home for 269 years
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
Current CLT structure in Chattanooga, TN
Calvary Chapel – Classroom Addition
Taylor Bowers, Architect - Chattanooga, TN
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
88 unit apartment building for housing homeless veterans
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
• Carbon stored in the
wood: 873 metric tons of
CO2
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
• Carbon stored in the
wood: 873 metric tons of
CO2
• Avoided greenhouse gas
emissions: 1,856 metric
tons of CO2
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
• Carbon stored in the
wood: 873 metric tons of
CO2
• Avoided greenhouse gas
emissions: 1,856 metric
tons of CO2
• Total Potential Carbon
Benefit: 2,729 metric tons
of CO2
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
• Carbon stored in the
wood: 873 metric tons of
CO2
• Avoided greenhouse gas
emissions: 1,856 metric
tons of CO2
• Total Potential Carbon
Benefit: 2,729 metric tons
of CO2
• Equivalent to 521 cars off
the road for a year or
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
New CLT structure in Asheville, NC
MDS10 Architects
Asheville, NC
• U.S. and Canadian forest
grows this much in 3 1/2
minutes
• Carbon stored in the
wood: 873 metric tons of
CO2
• Avoided greenhouse gas
emissions: 1,856 metric
tons of CO2
• Total Potential Carbon
Benefit: 2,729 metric tons
of CO2
• Equivalent to 521 cars off
the road for a year or
• Energy to operate a
home for 231 years
88 unit apartment building for housing homeless veterans
• Volume of wood products
use: equivalent to
705,348 board feet
CLT - A Revolution in Building Technology