assembly and detailing considerations for wood-frame ... · assembly and detailing considerations...
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Assembly and Detailing Considerations for Wood-Frame Building Enclosures
COLIN SHANE M.ENG., P.ENG. ASSOCIATE, SENIOR PROJECT MANAGER
RDH BUILDING SCIENCE INC.
APRIL 26, 2016
Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the Softwood Lumber Board.
This presentation is protected by US and International Copyright laws. Reproduction, distribution, display and use of the presentation
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© RDH Building Sciences Inc. 2015
Copyright Materials
“The Wood Products Council” is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES), Provider #G516. Credit(s) earned on completion of this course will be reported to AIA CES for AIA members. Certificates of Completion for both AIA members and non-AIA members are available upon request.
This course 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, 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.
Course Description
! This presentation will provide an in-depth look at a variety of wood-frame building enclosure assemblies and details. Beginning with a review of building enclosure design fundamentals and considerations, it will then focus on best practices with references from technical guidelines and case studies. Finally, the critical detail interfaces between different enclosure assemblies (i.e., walls, roofs, balconies, windows, foundations) will be reviewed with a focus on continuity of critical barriers. A series of details and case studies will be presented for each.
Learning Objectives
! Review building enclosure design best practices for light
wood-frame buildings.
! Demonstrate effective methods of controlling heat, air, and
moisture movement through wood-frame assemblies.
! Discuss common details used for light wood-frame wall and
roof enclosure assemblies.
! Using case studies and details from past projects,
demonstrate unique considerations and best practices
associated with the interfaces between adjacent enclosure
assemblies.
Presentation Outline
! Drivers for Taller & Larger Mass Timber Buildings
! Building Enclosure Best Practices & Lessons Learned
! Case Studies from Tilt-up to High-rise Wood Towers
The Building Enclosure
Image Credit: MGA - Wood Innovation
Design Centre
Timber Structure
A Condensed History of Taller Wood Buildings
! Pre 1900s – many examples of tall mass timber
buildings up to ~9 storeys, many still around
! Mid 1900s – building/fire codes changed –
restricting wood-buildings to 3-4 storeys
! Mid 1990s to early 2000s, Western States allow
construction of 5 storeys wood frame (stick
built)
! Past decade – Mass timber buildings in Europe/
UK/Oceania up to 15 storeys tall
! Several recent initiatives in Canada & US to
allow for taller mass wood buildings up to 18
storeys (alternate solutions under existing
codes)
2014 - Wood Innovation Design Centre, BC
1900s era Tall Wood Buildings Across North America
‘Local’ Examples
18 storey wood, UBC
12 storey wood, Portland OR
10 storey wood, New York
Building Enclosure Wall & Roof Design Best Practices
Building Enclosure Design Fundamentals
! Primary function of the Building Enclosure: Separate the exterior &
interior environments
! Protect wood during construction &
in-service for life
! Serves functional and aesthetic &
purpose
! Controls heat, air, and moisture
transfer along with noise and fire
! Designed to accommodate building
movement, structural loads, initial &
seasonal wood movement
! Key passive design element for an
energy efficient & sustainable
building
What’s Different About Mass Timber?
Behaviour of Wood in Construction
Wood Moisture Content vs Relative Humidity
Initial MC
Site/Construction
In-Service (Low)
In-Service (High)
Wood shrinkage is 0.20% to 0.25% in dimension per 1% change in MC
Detailing for Wood Movement in Taller Wood
! Wood shrinks as it dries and swells
when it gets damp (both liquid water
& humidity fluctuations)
! Mass timber assemblies introduce
unique details & shrinkage can often
be greater than anticipated (more
wood to shrink)
! Building height & differential
movement between assemblies/floors
! Manufacturing of CLT/Glulam
~12-14% MC for adhesives to bond
! Watch in-service wetting/high RH,
drying in service (low RH) and
seasonal fluctuations in RH
What We Have Learned from Mid-rise Wood
Building Enclosures for Mass Timber
! Key Considerations:
! Keep heavy timber components warm
and dry
! Design assembly with the ability to dry
out if it was built wet or gets wet in-
service (vapor open)
! Wood provides ~R-1/inch so still need
2-4 inches of extra insulation to meet
code
! All insulation should be placed on
exterior of heavy timber panels along
with continuous air barrier/ WB
! Heavy timber assemblies are actually
pretty simple & efficient compared to
other systems
Wall Design for Taller Wood Buildings
! Key Considerations: Durability, Airtightness & Thermal Efficiency
! Strategies:
! Exterior or split-insulated wood walls
! Thermally efficient cladding attachments through exterior insulation
! Non-combustible & moisture tolerant cavity insulation
! Non-combustible rainscreen claddings
Screws through insulation over split insulated wall
Various clip & rail systems through exterior insulation
Wall Design for Taller Wood Buildings
! Taller stick frame & heavy timber panel buildings = less room for stud frame insulation
! Challenges to meeting prescriptive R-value requirements without ‘continuous’ wall insulation
Energy Codes Targets for Commercial Buildings
Climate(Zone(
IECC(2012(Above(Grade(Walls:(Mass,(Steel,(Wood!!Min.!Eff.!R)value!
IECC(2015(Above(Grade(Walls:(Mass,(Steel,(Wood!!Min.!Eff.!R)value!
7( 16.4,(15.6,(19.6( 14.1,(15.6,(19.6(
6( 12.8,(15.6,(19.6( 12.5,(15.6(19.6(
5(&(4C( 12.8,(15.6,(15.6( 11.1,(15.6,(15.6(
4(A/B( 9.6,(15.6,(15.6( 9.6,(15.6,(15.6(
3( 9.1,(15.6,(15.6( 8.1,(15.6,(15.6(
2( 7.0,(13.0,(15.6( 6.6,(13.0,(15.6(
1( 7.0,(13.0,(15.6( 6.6,(13.0,(15.6(
Clim
ate
Zone
Some state by state & municipal differences depending on year of energy code adoption.
Based on Maximum Effective Assembly U-value Tables (C402.1.2 (2012), C402.1.4 (2015))
Residential Building R-values buildings similar or in some cases slightly higher
Getting to Higher Effective R-values
Baseline 2x6 w/ R-22 batts = R-16 effective
Exterior Insulation: R-20 to R-40+ effective • Constraints: cladding attachment, wall
thickness • Good durability
Deep/Double Stud/SIPs: R-20 to R-40+ effective • Constraints
wall thickness • Fair durability
Split Insulation: R-20 to R-40+ effective • Constraints: cladding
attachment • Good durability with
proper design
Cladding Attachment with Exterior Insulation
Thermally Efficient Clip & Rail Systems
Cladding Attachment with Exterior Insulation
Long Screws through Exterior Insulation
Wall Design for Taller Wood Buildings
Curtainwall systems
! Strategies (continued) ! Robust air-tight, water
resistant & breathable wall
membrane (AB/WRB)
! Membrane compatibility
with glazing, roofing, and
other assembly materials
! Simple integration with
glazing systems & other
penetrations
! Watch details at interfaces
with mass timber structure
(movement, gaps)
Air Barriers Systems for Taller Wood Buildings
Vapor permeable self-adhered membranes
Liquid/fluid applied membranes
Taped/sealed rigid sheathing
Air & WRB Materials Considerations
Liquid applied membranes
Liquid applied membranes
Self-adhered sheet applied membranes
Careful with Materials for Taller Wood Buildings
! Watch use of vapor impermeable materials over wood that is wet or could get wet ! Self adhered membranes ! Foam plastic insulations
! Vapor diffusion wetting & drying ability for assemblies & details should always be assessed – ensure balance
! Allow panels to dry both ways whenever possible
Exterior Insulation Selection
! Rigid exterior foam insulations (XPS, EPS, Polyiso, closed cell SPF) are vapour impermeable (in thicknesses of 2”+)
! Is the vapour barrier on the wrong side?
! Does the wall have two vapour barriers, can it dry?
! Can I remove the interior vapour barrier?
! Semi-rigid/rigid mineral fiber insulation is vapour permeable, it simplifies many design concerns & and improves redundancy, allowing drying of incidental moisture to exterior
! Vapor permeance properties of WRB/air barrier membrane is also very important
Why is Vapour Permeable Insulation Safer?
Outward vapor diffusion drying allowed through vapour open mineral wool, fiberglass or cellulose insulation on exterior
Outward vapor diffusion drying restricted by foam plastic insulation on exterior – even if enough insulation is installed to prevent condensation
Side by Side Drying Test – Vapour Open vs Closed
Side by Side Drying Test – Vapour Open vs Closed
Plywood Behind XPS – wet for 8 weeks
Plywood Behind Mineral Wool – dried within 8 weeks
Wood-Frame Assemblies – ‘Perfect’ Wall
Roofs…. And Many Lessons Learned
Roof Design for Larger Wood Buildings
! Key Considerations: Keep dry, allow to dry, robustness of
assemblies, sloping strategy
! Strategies:
! Protect wood roof from getting wet
during construction
! Design assembly with redundancy
for in-service drying
! Slope structure where possible
! Insulation on top - conventional or
protected membrane assemblies
! Question the need for heavy timber
panels up here?
Conventional roof with tapered insulation over wood joists
Protected membrane roof over vented & tapered structure over CLT
Keep Wood Dry During Construction
! Several taller & larger wood building projects in the PNW have had issues & delays during construction as a result of wet roofs & fungal contamination
! Hence guidance for protection during construction, temporary roofs, immediate roofing, scheduling, built-in redundancy for drying
Keep Wood Dry & Use Appropriate Materials
Key Lessons: Don’t use paper faced insulation in contact w/ damp wood & drying through more than one layer of plywood can be too slow
Protect Roofs from Rain – But Not Too Late
Key Lessons: Do not treat wood floors/roofs like a concrete slab - do not let nail-lam get wet & do not assume it will dry out fast enough on its own.
Monitoring & Drying
Key Lessons: Drying of heavier timber wood roofs is possible during construction in wet climates but does take time and money
Redundancy & Scheduling
! Design for the inevitable
to keep roofing and
project on schedule
! Design roof assemblies
for redundancy and in-
service drying where
possible
Protection of CLT & NLT Panels During Construction
! Pre-applied SBS roofing membranes applied to horizontal panels in factory
! Laps torched onsite immediately after installation
Protection of Wood During Construction - Finland
We Can Do It Here Too
Protection of CLT During Construction
Protection of CLT During Construction
5 ply CLT – ½ Untreated & ½ Treated with water repellant
End grain is very absorptive
Splits, checks & joints that allow water past top layer can be problematic
Erect & roof as fast as possible to protect from rain to avoid delays
Water repellants can help reduce uptake into wood
A Little Protection Goes a Long Way
No Coating Water Repellent Stain
CLT & Tall Wood Case Studies
Ronald McDonald House
! Women’s and Children’s Health Center Housing
! 4 Buildings & common areas, 3 storey tilt-up CLT Structure
Tilt-up CLT
Tilt-up CLT
Building Enclosure Assemblies - Walls
Tilt-up CLT Wall Assemblies w/ Masonry Veneer
! Located in Prince George, BC @ UNBC
Campus - North America’s Tallest
Wood Building
! 6 ‘tall’ storeys (equivalent to
8 storey, 98’ tall)
! CLT shear walls, glulam columns
with glulam beams and staggered
CLT floor & roof structure
! Thermal performance design targets
(effective R-values)
! R-40 roof
! R-25 walls
! R-5 wood curtainwall glazing
! Pre-fabricated design for curtain wall
& infill walls
Wood Innovation Design Center (WIDC)
Michael Green Architecture (MGA) – Contractor: PCL Construction
Wood Innovation Design Centre (WIDC)
Design & Architectural Renders: Michael Green Architecture (MGA) Currently North America’s Tallest Wood Building at 96 feet tall (8 storey equivalent)
Wood Innovation Design Centre (WIDC)
Design & Architectural Renders: Michael Green Architecture (MGA)
WIDC – CLT/Glulam Movement & Exterior Walls
Plywood over end grain to apply AB/WRB membrane
Large movement joint at curtainwall & SIPs panel head (1/2” to 1”)
Horizontal wood (CLT & Glulams kept relatively dry during construction to minimize swelling
Infill Wall Design
! Infill walls are pre-fabricated in factory
! Critical to properly detail interface and seal panel joints (air leakage) to avoid issues
! Wall control layers tie directly into curtain wall system – need for robust membrane and connection materials
! Robust silicone WRB/AB membrane on exterior surface (applied in factory) ties nicely into curtainwall assembly
! Make sure materials stick to each other!
Curtainwall to Infill Wall Interface
Aluminum Curtainwall Veneer Framing
Silicone Applied Liquid AB/WRB
Interior Air Seal at Joints
Silicone Transition Strip AB/WRB attached with silicone to curtain wall and wall membrane
LVL Framing
Charred fire-treated cedar cladding attached to plywood backup & cleat system over drained & ventilated rainscreen cavity
WIDC – Structure & Enclosure
Curtainwall & Wall Movement Joints
Flexible joint material at head & jamb
Slip structural connection
Wood Veneer Curtainwall/Windows
Charred Fire-Treated Cedar Panelized Cladding
John Boys, Nicola Log-works
Conventional Roof Assembly
R-40+ Conventional Roof Assembly – 2 ply SBS, 4” Stonewool, 4” Polyiso, Protection board, Tapered EPS (0-8”), Torch applied Air/Vapor Barrier(Temporary Roof), ¾” Plywood, Ventilated Space (To Indoors), CLT Roof Panel Structure (Intermittent)
Construction Photos by PCL/MGA/RDH
Conventional Roof Assembly
Construction Photos by PCL/MGA/RDH
WIDC
Photo: Ema Peters
WIDC
Photo: Ema Peters
18 Storey Mass Timber Hybrid
Acton Ostry Architects
Opportunity for Innovation in Prefabrication
Acton Ostry Architects Goal <1 floor per week installed and weathertight!
Opportunity for Innovation in Prefabrication
3 systems designed, prototyped & costed for project consideration: - Wood framing - Steel stud framing - Lightweight pre-cast concrete
Similar design concept to unitized curtainwall with horizontal stack joints and ‘chicken head’
Wall Prefabrication Concepts & Trials
Wall Prefabrication Concepts & Trials
Stay Tuned…
! Growing industry interest in the design & construction of both larger and taller mass timber buildings
! Design of building enclosures for redundancy & drying – vapor open drying, air-tight and thermally efficient
! Need to protect mass timber elements like CLT & NLT from wetting during construction – it is not like plywood or
solid lumber
! Protect with the right membranes at the
right time
! Design for redundancy where possible
! Growing use of pre-fabricated elements
Summary – Onward & Upward with Wood
This concludes The American Institute of Architects Continuing Education Systems Course
Colin Shane – [email protected]
! rdh.com
Questions & Discussion