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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

CLT – 3xW

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Page 1: CLT – 3xW

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

Page 2: 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

Page 3: CLT – 3xW

• 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?

Page 4: CLT – 3xW

CLT dialogue before 2008

Page 5: CLT – 3xW

CLT dialogue 2008 and beyond

Page 6: CLT – 3xW

CLT Market Development 2008

Page 7: CLT – 3xW

CLT Market Development 2016Estimated US market size is greater than $1.5 billion annually

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CLT Production Development Estimate for 2015

Page 9: CLT – 3xW

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

Page 10: CLT – 3xW

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

Page 11: CLT – 3xW

• 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

Page 12: CLT – 3xW

• 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

Page 13: CLT – 3xW

• 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

Page 14: CLT – 3xW

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

Page 15: CLT – 3xW

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

Page 16: CLT – 3xW

PANEL ASSEMBLY

Easy assembly of CLT components with minimal skilled labor and equipment.

Advantages of Using Cross Laminated Timber

Page 17: CLT – 3xW

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

Page 18: CLT – 3xW

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

Page 19: CLT – 3xW

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

Page 20: CLT – 3xW

PANEL ASSEMBLY

OPEN ACADEMY, NORWICH

Sheppard Robson, London

Advantages of Using Cross Laminated Timber

Page 21: CLT – 3xW

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

Page 22: CLT – 3xW

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

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REFERENCED DOCUMENTS

Page 24: CLT – 3xW

AMERICAN NATIONAL

STANDARDS INSTITUTE

FOR CLT

Page 25: CLT – 3xW

AMERICAN WOOD

COUNCIL FIRE TEST

REPORT ON CLT:

3 HOUR RATING

Page 26: CLT – 3xW

UNIVERSITY OF

VIRGINIA TECH FIRE

TEST REPORT ON THE

USE OF SOUTHERN

YELLOW PINE FOR CLT

Page 27: CLT – 3xW

TORNADO RESEACH

CONDUCTED BY THE

UNIVERSITY OF TEXAS

TECH AND GRAZ UNIV.

OF AUSTRIA

Page 28: CLT – 3xW

PUBLISHED BY

FP INNOVATIONS AND

THE BI-NATIONAL

SOFTWOOD LUMBER

COUNCIL

Page 29: CLT – 3xW

NORTH CAROLINA

ACKNOWLEDGEMENT

OF CLT AS A VIABLE

BUILDING MATERIAL

Page 30: CLT – 3xW

THE INTERNATIONAL

CODE COUNCIL WILL

RECOGNIZED CLT IN

THE 2015 EDITION OF

THE INTERNATIONAL

BUILDING CODE

Page 31: CLT – 3xW

TRADA IS AN

INTERNATIONAL

MEMBERSHIP

ORGANIZATION

DEDICATED TO

INFORMING BEST

PRACTICE DESIGN,

SPECIFICATION, AND

USE OF WOOD &

TIMBER IN THE BUILT

ENVIRONMENT

Page 32: CLT – 3xW

TRADA CASE STUDY

OF THE FIRST

COMMERCIAL

APPLICATION OF CLT

IN LONDON, UK

Page 33: CLT – 3xW

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.

Page 34: CLT – 3xW

EARTHQUAKE

PERFORMANCE

ANALYSIS OF MULTI-

STORY CLT BUILDINGS

Page 35: CLT – 3xW

INDOOR AIR QUALITY:

VIRTUALLY NO OFF GAS

AND EXCEEDS

CALIFORNIA’S CARB

REQUIREMENTS

Page 36: CLT – 3xW

CLT USA RECOGNIZED

BY THE US ARMY

CORPS OF ENGINEERS

Page 37: CLT – 3xW

CURRENT EXAMPLE OF COMMERCIAL APPLICATION

OF CLT IN A MID-RISE APARTMENT DEVELOPMENT

Page 38: CLT – 3xW

Structural Aspects of

Cross Laminated Timber

Graham Montgomery

Britt Peters and Associates

Greenville, SC

Page 39: CLT – 3xW

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

Page 40: CLT – 3xW

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

Page 41: CLT – 3xW

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

Page 42: CLT – 3xW

Spans – Walls

Tall Walls

Manufacturing and Warehouses

Tall Buildings – Skyscrapers

Shear Walls

Plywood – 280-870 lbs/ft

CLT – 2,900-11,000 lbs/ft+

Page 43: CLT – 3xW

Capabilities

Cantilever

The wall is the beam!

Folded plate

2 way plate

Page 44: CLT – 3xW

Cables

Cables

Page 45: CLT – 3xW

Traditional Connectors

Design philosophy

Simple nail and bracket

Heavy bolting

Page 46: CLT – 3xW

Innovative Connectors

Self-tapping screws

Interlocking concealed connections

Adhesives

Page 47: CLT – 3xW

Seismic, Impact, Blast Design

Strong panel

Ductile connections

Reduced weight

Durability/Toughness

Page 48: CLT – 3xW

Tall Wood Building

Competition “Framework” – Portland

12 Stories

475 West 18th St – NYC

10 Stories

20, 30, and up to

40 stories possible

Page 49: CLT – 3xW

CURRENT EXAMPLE OF COMMERCIAL APPLICATION

OF CLT IN A MID-RISE APARTMENT DEVELOPMENT

Page 50: CLT – 3xW

NORTHBURY SCHOOL

Greenhill Jenner Architectures,

London

•SCHOOLS

Examples using Cross Laminated Timber

Page 51: CLT – 3xW

OPEN ACADEMY, NORWICH

Sheppard Robson, London

Examples using Cross Laminated Timber

•SCHOOLS (under construction)

Page 52: CLT – 3xW

OPEN ACADEMY, NORWICH

Sheppard Robson, London

Examples using Cross Laminated Timber

•SCHOOLS (finished construction)

Page 53: CLT – 3xW

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

Page 54: CLT – 3xW

DAY CARE

THOMAS’ SCHOOL

Claridge Architects,

London

Examples using Cross Laminated Timber

Page 55: CLT – 3xW

OFFICES

Examples using Cross Laminated Timber

Page 56: CLT – 3xW

RESIDENCES

Examples using Cross Laminated Timber

Page 57: CLT – 3xW

RESIDENCES

Hillside Construction

Austria

Examples using Cross Laminated Timber

Page 58: CLT – 3xW

APARTMENTS

Examples using Cross Laminated Timber

Page 59: CLT – 3xW

HOTELS

Examples using Cross Laminated Timber

Page 60: CLT – 3xW

RESTAURANT

Examples using Cross Laminated Timber

Page 61: CLT – 3xW

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

Page 62: CLT – 3xW

The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

A Case Study using Cross Laminated Timber

Page 63: CLT – 3xW

Completed Construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

A Case Study using Cross Laminated Timber

Page 64: CLT – 3xW

Interiors The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

A Case Study using Cross Laminated Timber

Page 65: CLT – 3xW

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

Page 66: CLT – 3xW

RESEARCH: USE OF HARDWOODS FOR CLT

Dr. Daniel Hindman

Research of Cross Laminated Timber

Page 67: CLT – 3xW

RESEARCH: USE OF CLT IN TORNADO RESISTANT STRUCTURES

Dr. Gerhard Schickhofer

Research of Cross Laminated Timber

Page 68: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 69: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 70: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 71: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 72: CLT – 3xW

First completed CLT structure in the United

States

Page 73: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 74: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 75: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 76: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 77: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 78: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 79: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 80: CLT – 3xW

First completed CLT structure in the United

States

Myers Memorial

Bell Tower

MDS10 Architects

Asheville, NC

Page 81: CLT – 3xW

First completed CLT school structure in the

United StatesFranklin

Elementary School,

West Virginia

MSES Architects

Fairmont, WV

Page 82: CLT – 3xW

First completed CLT school structure in the

United StatesFranklin

Elementary School,

West Virginia

MSES Architects

Fairmont, WV

Page 83: CLT – 3xW

First completed CLT school structure in the

United StatesFranklin

Elementary School,

West Virginia

MSES Architects

Fairmont, WV

Page 84: CLT – 3xW

First completed CLT school structure in the

United StatesFranklin

Elementary School,

West Virginia

MSES Architects

Fairmont, WV

Page 85: CLT – 3xW

First completed CLT school structure in the

United StatesFranklin

Elementary School,

West Virginia

MSES Architects

Fairmont, WV

Page 86: CLT – 3xW

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

Page 87: CLT – 3xW

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

Page 88: CLT – 3xW

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

Page 89: CLT – 3xW

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

Page 90: CLT – 3xW

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

Page 91: CLT – 3xW

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

Page 92: CLT – 3xW

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

Page 93: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 94: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 95: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 96: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 97: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 98: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 99: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 100: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 101: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 102: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 103: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

Page 104: CLT – 3xW

Current CLT structure in Chattanooga, TN

Calvary Chapel – Classroom Addition

Taylor Bowers, Architect - Chattanooga, TN

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New CLT structure in Asheville, NC

MDS10 Architects

Asheville, NC

88 unit apartment building for housing homeless veterans

Page 106: CLT – 3xW

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

Page 107: CLT – 3xW

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

Page 108: CLT – 3xW

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

Page 109: CLT – 3xW

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

Page 110: CLT – 3xW

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

Page 111: CLT – 3xW

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

Page 112: CLT – 3xW

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

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CLT - A Revolution in Building Technology