learning objectives opening remarks - woodworks · •1 inch space left under panels to compensate...

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The Wood Products Council” is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES f AIA b C tifi t fC l ti f b th AIA AIA/CES for AIA members. Certificates of Completion for both AIA members and non-AIA members are available upon request. This program is registered with AIA/CES for continuing professional This program 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, 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 Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation. Copyright Materials This presentation is protected by US and International Copyright laws. Reproduction, di t ib ti di l d f th t ti distribution, display and use of the presentation without written permission of the speaker is prohibited. © The Wood Products Council 2012 Learning Objectives At the end of this program, participants will be able to: 1. Participants will discover why and how CLT was used on a North American project American project. 2. Participants will appreciate the design and construction benefits to wood panelized construction. 3. Participants will understand what is involved in structural, MEP and finish installation of a CLT project. 4. Participants will observe the construction of a hybrid CLT, Glulam & SIP structure. Opening Remarks Mark Porter PEng., StructEng., MIStructE., LEED AP. BD+C Engineer of Record, responsible for overall structural concept. John Paone VP, AHC Construction Contract Manager & GC, responsible for community centre construction.

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Page 1: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

“The Wood Products Council” is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES f AIA b C tifi t f C l ti f b th AIAAIA/CES for AIA members. Certificates of Completion for both AIA members and non-AIA members are available upon request.

This program is registered with AIA/CES for continuing professionalThis program 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,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 beQuestions related to specific materials, methods, and services will be addressed at the conclusion of this presentation.

Copyright Materials

This presentation is protected by US and International Copyright laws. Reproduction,

di t ib ti di l d f th t tidistribution, display and use of the presentation without written permission of the speaker is

prohibited.

© The Wood Products Council 2012

Learning Objectives

At the end of this program, participants will be able to:

1. Participants will discover why and how CLT was used on a North

American projectAmerican project.

2. Participants will appreciate the design and construction benefits to wood

panelized construction.

3. Participants will understand what is involved in structural, MEP and finish

installation of a CLT project.

4. Participants will observe the construction of a hybrid CLT, Glulam & SIP

structure.

Opening Remarks

Mark Porter PEng., StructEng., MIStructE., LEED AP. BD+Cg g

Engineer of Record, responsible for overall structural concept.

John Paone VP, AHC Construction

Contract Manager & GC, responsible for community centre construction.

Page 2: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Opening Remarks

Cross Laminated Timber

Opening RemarksCross Laminated Timber, Seismic Movie

Opening Remarks

Structural Insulated Panels (S.I.Ps) S.I.Ps

• Oriented Strand Board

• Expanded Polystyrene

• Structural Adhesive

• The result is a strong, energy efficient building component that can be used for walls, fl d ffloors, and roofs

• Panel size up to 8ft x 24ft

• 4 ½” Panel = R-16.5

• 6 ½” Panel = R-23.3

• 8 ¼” Panel = R-30.4

10 ¼” P l R 37 9• 10 ¼” Panel = R-37.9

• 12 ¼” Panel = R-45.4

Elkford Community Centre

Page 3: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Elkford Community Centre Elkford Community Centre

Elkford Community Centre

Multi-purpose Community Hall & Kitchen

Playschool

Visitor InformationCommunity

Communal Lobby Space

Information CentreRoom

Elkford Community Centre

Page 4: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Elkford Community Centre WHY CLT & SIPS

Use of woodPanelized SystemLow wastage

High InsulationHigh Strength to Weight Speed of ErectionSpeed of Erection

WHY CLT & SIPS

Ease of Construction,Complicated Geometry.

Designing with CLT & SIPS

Page 5: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Designing with CLT & SIPS Designing with CLT & SIPS

Designing with CLT & SIPS Designing with CLT & SIPS

Page 6: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Designing with CLT & SIPS

FlexibilityOpenings

Designing with CLT & SIPS

Hold Down FixingsServices

Designing with CLT & SIPS

Connections

Designing with CLT & SIPS

Connections

Page 7: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Designing with CLT & SIPS Designing with CLT & SIPS

Connections

Co-ordination process between CLT, Glulam and SIPs

• The fist step was to create a 3D model for co-ordination of the CLT, Glulam & S.I.Ps

Co-ordination process between CLT, Glulam and SIPs

• This is to ensure everyone is working to the same dimensions and avoid discrepancies

Page 8: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Co-ordination process between CLT, Glulam and SIPs

• S.I.Ps overlay of 3D model

Wall panel layoutWall panel layout

R f l l tRoof panel layout

Co-ordination process between CLT, Glulam and SIPs

• Sketch and review all connections and interfaces to avoid conflicts & problems

Co-ordination process between CLT, Glulam and SIPs

• Sketch and review all connections to avoid conflicts & problems

• Problem: Visual appearance of CLT joints

• Original CLT panel to panel connection • Revised CLT panel to panel connection

pp j

Co-ordination process Between CLT, Glulam and SIPs

• Conflict: Unable to install bolts from column to beam

• Sketch and review all connections to avoid conflicts & problems

• Original steel column to beam connection • Revised steel column to beam connection

Page 9: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Co-ordination process between CLT, Glulam and SIPs

• Review CLT & Sip drawings

• CLT plans missing doors , corrected opening size

• S.I.Ps plans , corrected opening size and beam size

Installation process of CLT & SIPs 

• Survey layout for all wall lines and locations of steel connections• Very important to have everything in correct location, elevation and level to avoid delays in installation.

Installation process of CLT & SIPs 

• Hold Downs and CLT base clips • Column base

• Install all hold downs, CLT base clips and column bases

p

Installation process of CLT & SIPs 

• Unloading & Sorting CLT & S.I.Ps

• Sort into wall groups for quick installation • Will arrive like one big puzzle

Page 10: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Installation process of CLT & SIPs 

• Prepping and Rigging CLTs

• install panel screws • install shoring • install lifting straps • poly to protect CLT

Installation process of CLT & SIPs 

• Prepping and Rigging S.I.Ps

• install caulking to seal SIPs

• install panel screws • install lifting plates

Installation process of CLT & SIPs 

• Installation of the first panels the most important

• Extremely important to start plumb, level and square

90 Degrees

90 Degrees

Installation process of CLT & SIPs 

• Clamp panels together

• Ensure panels are synched tight together to avoid creep

• Synch strap CLTs together

• Ratchet panels together

Page 11: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Installation process of CLT & SIPs 

• Panels can be easily modified, just need a “big saw”

Installation process of CLT & SIPs 

• Placing of self levelling easy flow grout

•1 inch space left under panels to compensate forany unevenness of the slab and anchor bolts

any unevenness of the slab and anchor bolts

• Grout

Installation process of CLT & SIPs 

• Installing Glulam beams into CLT walls

• Beams fit easily into pre-cut pockets

•Just a few screw to hold in place

• In this case no need for steel saddles or special brackets

Installation process of CLT & SIPs 

• S.I.Ps lift easily into place• Once installed the building is fully insulated and temporary heat can be turned on

Fi i hi b i i th t d t i l t i l l i h i• Finishing can begin in areas that do not require electrical or pluming rough-inthis will speed up project completion

Page 12: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

Installation of Services and Finishes 

• Openings for services easily cut onsite to ensure they line up,

• Drill holes for sprinkler lines and other d it it ( i i d)conduit on site (no coring required)

Installation of Services and Finishes 

• Load bearing beams above duct openings

• CLTs perform well for transferring loads around openings for services

Installation of Services and Finishes 

• Furred out wall with drywall & wood cap

• Several options for electrical outlets on CLTs

• Outlets incorporated into wood baseboard y p

• Outlets incorporated into wood baseboard

Installation of Services and Finishes 

• S.I.Ps have pre-planned wire chases incorporated in panels

• Typical wire chase in panel

Horizontal & Vertical chases• Horizontal & Vertical chases marked on panels for ease of locating

Page 13: Learning Objectives Opening Remarks - WoodWorks · •1 inch space left under panels to compensate for any unevenness of the slab and anchor bolts • any unevenness of the slab and

CONCLUSION 

• How well does a Ready To Assemble (R.T.A) building go together?

•• Distance from 1st CLT panel to last CLT, Beam & S.I.Ps 270 FT

START 1st panel

FINISH

• Distance from 1st CLT panel to last CLT Beam &Distance from 1 CLT panel to last CLT, Beam & S.I.Ps 360 FT

CONCLUSION 

• The last CLT, Glulam & S.I.P fit perfectly

•• Proper planning

• Detailed Modelingg

• Review and confirm details

• Double check on site layout

• 2 mm space at end of beam

• Organize panels for installation

• Keep panels plumb, level and tight• Last Glulam

• Last CLT

• Last S.I.P

Project installation Movie 

Questions?This concludes The American

Institute of Architects Continuing

Questions?Institute of Architects Continuing

Education Systems Course

Speaker contact info

Mark PorterMark Porter P: 1.604.293.1411 E: [email protected]

John PaoneP: 1.604.603.4871 E: [email protected]

Wood Products Council 866.966.3448 [email protected]