CLT 3xW The What, Why and When success story of Cross Laminated - - PowerPoint PPT Presentation

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CLT 3xW The What, Why and When success story of Cross Laminated - - PowerPoint PPT Presentation

CLT USA in the United States 2012 CLT 3xW The What, Why and When success story of Cross Laminated Timber Technology and the future opportunities for the Southern Pine Industry Presented by MDS10 pllc, Architects and CLT USA, llc C. Crawford


slide-1
SLIDE 1

Presented by MDS10 pllc, Architects and CLT USA, llc

  • C. Crawford Murphy, Architect

Michael J. DeVere, Architect

CLT USA in the United States 2012

The What, Why and When success story of Cross Laminated Timber Technology and the future

  • pportunities for the Southern Pine Industry

CLT – 3xW

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SLIDE 2

CLT USA, LLC

  • Cross Laminated Technologies USA, LLC (CLT USA) was formed in 2011 to develop a

new industry sub-sector for cross laminated timbers (CLT) and build and operate the first manufacturing plant for CLT panels in the United States.

  • The company was founded by Crawford Murphy and Michael DeVere, Architects with
  • ver 71 years of combined experience in the successful completion of major construction

projects throughout the USA. During the past four years they have been researching the use of CLT in Europe and Canada having made numerous trips abroad. Their knowledge

  • f the product and its uses have made them the “go to” people for CLT in the US. They

have been invited to present on the subject at numerous seminars, symposiums and lectured at colleges and universities across the US.

  • Principals have developed a strategy for the use of CLT in the US including structural

design and usage, market development, plant design, manufacturing processes, timber supply, logistics and infrastructure.

  • CLT USA maintains affiliations with Southern Forest Products Association, FP

Innovations and Woodworks Association.

  • Collaborators in several successful university grants in research and testing of the use of

southern yellow pine and hardwoods in the manufacture of CLT

  • Voting members of the international committee that created the ANSI standards for the

production and use of CLT in commercial construction in the US

  • They designed and built the first CLT structure in the US – Myers Memorial United

Methodist Church Bell Tower in Gastonia North Carolina

  • CLT USA anticipates constructing the first US manufacturing plant in 2013.
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SLIDE 3

Wha hat t is is Cr Cros

  • ss

s La Lami mina nated ed Tim imber? ber?

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.

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SLIDE 4

CLT dialogue before 2008

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SLIDE 5

CLT dialogue 2008 and beyond

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SLIDE 6

CLT Market Development 2008

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SLIDE 7

CLT Market Development 2012

Estimated US market size is greater than $1.5 billion annually

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SLIDE 8

CLT Production Development 2012

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SLIDE 9

Qua Quali litie ties s of

  • f CL

CLT

CLT Energy Savings Concept

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SLIDE 10

Qua Quali litie ties s of

  • f CL

CLT

CLT Energy Savings Concept

  • Solid wall panel vs. open framing
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SLIDE 11

Qua Quali litie ties s of

  • f CL

CLT

CLT Energy Savings Concept

  • Solid wall panel vs. open framing
  • Minimum clearances for openings
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SLIDE 12

Qua Quali litie ties s of

  • f CL

CLT

CLT Energy Savings Concept

  • Solid wall panel vs. open framing
  • Minimum clearances for openings
  • Low Thermal Transfer
slide-13
SLIDE 13

Qua Quali litie ties s of

  • f CL

CLT

CLT Energy Savings Concept

  • Solid wall panel vs. open framing
  • Minimum clearances for openings
  • Low Thermal Transfer
  • Less insulation needed
slide-14
SLIDE 14

Qua Quali litie ties s of

  • f CL

CLT

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
slide-15
SLIDE 15

Qua Quali litie ties s of

  • f CL

CLT

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
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SLIDE 16

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

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SLIDE 17

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

  • Certified Timber Application
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SLIDE 18

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

  • Certified Timber Application
  • High CO2 sequestration
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SLIDE 19

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

  • Certified Timber Application
  • High CO2 sequestration
  • Acceleration of CO2 sequestration by volume
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SLIDE 20

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

  • Certified Timber Application
  • High CO2 sequestration
  • Acceleration of CO2 sequestration by volume
  • Application offsets energy consumption
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SLIDE 21

Qua Quali litie ties s of

  • f CL

CLT

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.
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SLIDE 22

Qua Quali litie ties s of

  • f CL

CLT

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
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SLIDE 23

Qua Quali litie ties s of

  • f CL

CLT

Sustainability

CARBON FOOTPRINT

  • Wood is Carbon Neutral. It is the only renewable structural building material.
  • A forest can absorb carbon dioxide from the atmosphere at nearly 50 pounds
  • f carbon for each cubic foot of wood growth.
  • Wood has the lowest embodied energy of any mainstream building material

across its lifecycle. When compared to other building materials; 1 ton of brick = 4x for 1 ton of wood. 1 ton of concrete = 5x for 1 ton of wood. 1 ton of steel = 24x for 1 ton of wood. 1 ton of aluminum = 126x for 1 ton of wood.

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SLIDE 24

Adv dvan anta tages ges of

  • f Us

Usin ing Cr g Cros

  • ss

s La Lami mina nated ed Tim imber ber

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

  • f 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

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SLIDE 25

Adv dvan anta tages ges of

  • f Us

Usin ing Cr g Cros

  • ss

s La Lami mina nated ed Tim imber ber

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

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SLIDE 26

Adv dvan anta tages ges of

  • f Us

Usin ing Cr g Cros

  • ss

s La Lami mina nated ed Tim imber ber

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

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SLIDE 27

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

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

  • f electrical runs are pre-cut to

precise dimensions.

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SLIDE 28

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

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.

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SLIDE 29

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

PANEL ASSEMBLY

OPEN ACADEMY, NORWICH Sheppard Robson, London

  • CLT construction

is one-third the weight of typical concrete and steel structures.

  • Smaller

foundation.

  • Ease of use.
  • Faster assembly.
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SLIDE 30

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

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

  • r joist.

Depending on the thickness of the panel, fire protection classification of ½ to 1 hour are available without the use

  • f 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.

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SLIDE 31

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

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.

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SLIDE 32

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

Formaldehyde and acetaldehyde free adhesives. No Off-Gas of Volatile Organic Compounds (VOC’s). Recent testing of VOC’s, based on standard ASTM D 5116-97 for measuring such emissions, shows CLT having a range of .005 to .02 ppb of toxic emissions. CARB (California Government Standards), Phase 2 will be fully enforced by July 2012. It establishes the most stringent limit for emissions set at 50 ppb.

ENVIRONMENT:

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SLIDE 33

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

NORTHBURY SCHOOL Greenhill Jenner Architectures, London

  • SCHOOLS
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SLIDE 34

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

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.

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SLIDE 35

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

DAY CARE

THOMAS’ SCHOOL Claridge Architects, London

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SLIDE 36

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

OFFICES

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SLIDE 37

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESIDENCES

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SLIDE 38

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESIDENCES

Hillside Construction Austria

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SLIDE 39

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

APARTMENTS

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SLIDE 40

Ex Exam ample ples s us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESTAURANT

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SLIDE 41

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

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

  • f 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.

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SLIDE 42

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Concrete Frame Pedestal Base

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 43

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

First Floor - Start timber panel construction of shaft core

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 44

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Second Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

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SLIDE 45

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Third Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 46

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Fourth Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 47

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Fifth Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 48

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Sixth Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

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SLIDE 49

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Seventh Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 50

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Eighth Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 51

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Ninth Floor of timber panel construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

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SLIDE 52

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Interiors The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

slide-53
SLIDE 53

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Completed Construction

The Stadthaus 24 Murray Grove, London

Photography by Will Pryce

Waugh Thistleton Architects & Techniker Engineers

slide-54
SLIDE 54

A A Ca Case se St Stud udy y us using ng Cr Cros

  • ss-Laminat

Laminated ed Ti Timb mber er Pan Panels els

Interiors The Stadthaus 24 Murray Grove, London

Waugh Thistleton Architects & Techniker Engineers

Photography by Will Pryce

slide-55
SLIDE 55

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

FIRE RESISTANCE

  • In a fire, a solid wall of timber will

benefit from the 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

  • nce 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.

slide-56
SLIDE 56

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

SEISMIC RESISTANCE:

  • 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 video

  • f

test go to Youtube.com and search for Kobe Earthquake Test.

SPECIAL CONSIDERATION:

  • After the seismic test, this building

was dismantled, shipped back to the

  • wner, and reassembled for use as

student housing. Just another example of a practical Sustainable Building System.

slide-57
SLIDE 57

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

INDOOR ENVIRONMENT

  • Formaldehyde and acetaldehyde

free adhesives. No Off-Gas of Volatile Organic Compounds (VOCs).

  • Recent testing of VOC’s, based on

standard ASTM D 5116-97 for measuring such emissions, shows CLT having a range of .005 to .02 ppb of toxic emissions.

  • CARB

(California Government Standards), Phase 2 will be fully enforced by July of 2012. It establishes the most stringent limit for emissions set at 50 ppb.

slide-58
SLIDE 58

Res esea earch ch of

  • f Cr

Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESEARCH: USE OF SOUTHERN YELLOW PINE FOR CLT

CLT @ NCSU

CLT RESEARCH Phil Mitchell, PhD Forestry and CLT liaison at NCSU

slide-59
SLIDE 59

Res esea earch ch of

  • f Cr

Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESEARCH: USE OF HARDWOODS FOR CLT

  • Dr. Daniel Hindman
slide-60
SLIDE 60

Res esea earch ch of

  • f Cr

Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

RESEARCH: USE OF CLT IN TORNADO RESISTANT STRUCTURES

  • Dr. Gerhard Schickhofer
slide-61
SLIDE 61

Adv dvan anta tages ges us usin ing g Cr Cros

  • ss-Lamin

Laminat ated ed Tim imber ber Pane Panels ls

TORNADO RESISTANCE:

Research from the University of Technology located in Graz, Germany validates the application

  • f CLT in tornado safe houses and

shelter construction

slide-62
SLIDE 62

Tra rain inin ing g an and Ma d Manu nufacturing acturing of

  • f CL

CLT Pane Panels ls CLT Training Center

A Center for training personnel in the manufacture and construction techniques of CLT

Jonathan Snover, PhD - CLT Training Director Vernon Daugherty - Training Director

slide-63
SLIDE 63

Co Codes des an and S d Sta tand ndar ards ds

North Carolina Dept. of Insurance

APA – ANSI Mfg. Standards 100% document approval 2011 International Code Council - ICC CLT to have classification in Building Code 2015 edition

slide-64
SLIDE 64

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 65

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-66
SLIDE 66

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 67

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-68
SLIDE 68

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

slide-69
SLIDE 69

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 70

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-71
SLIDE 71

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-72
SLIDE 72

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-73
SLIDE 73

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 74

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-75
SLIDE 75

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-76
SLIDE 76

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 77

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

slide-78
SLIDE 78

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

Myers Memorial Bell Tower MDS10 Architects Asheville, NC

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SLIDE 79

Fi First st co complet pleted ed CL CLT st structu ructure re in in t the he Unit United ed St Stat ates es

MEDLOCK & ASSOCIATES ENGINEERING, PA Frank Ungert and Ed Medlock National Woodworks Wood Engineering Award 2011 Project: Myers Memorial Bell Tower in Gastonia, North Carolina

slide-80
SLIDE 80

CLT - A Revolution in Building Technology