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Energy-Efficient Building Enclosure Design 
Guidelines for Wood-Frame Buildings 
! Graham Finch, MASc, P.Eng 
Principal, Building Science Research Specialist 
RDH Building Engineering Ltd. 
October 29, 2013 – Wood WORKS! Vancouver
Copyright Materials 
This presentation is protected by Canadian, US, and International 
Copyright laws. Reproduction, distribution, display and use of the 
presentation without written permission of the speaker is prohibited. 
© RDH Building Engineering Ltd.
Program Education Credit Information 
Canadian Wood Council, Wood WORKS! and the Wood Solutions Fair is a Registered Provider with 
The American Institute of Architects Continuing Education System; the Architectural Institute 
of British Columbia and the Engineering Institute of Canada. Credit earned on completion of 
this program will be reported on behalf of members of each CES provider for those who 
complete a participation form at the registration counter. Certificates of Completion for non- 
AIA, AIBC or EIC members are available on request. 
This program is registered with the 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.
Learning Objectives 
1. Learn about the new wood-design resource for architects, builders, and 
engineers: the Guide for Designing Energy Efficiency Building Enclosures 
for Wood-Frame Multi-Unit Residential Buildings 
2. Understand how upcoming building and energy code changes will 
impact typical wood-frame construction practices, and learn the best 
strategies to design, insulate, air-seal, and detail new wood frame wall 
and roof assemblies. 
3. Learn about the building enclosure design considerations for heavy 
timber structures utilizing CLT and post-and-beam components. 
4. Understand the importance of “critical barriers” in building enclosure 
detailing with examples of wall, roof and window details for highly 
insulated wood buildings.
Overview 
! Background 
! Overview of the new Guide for 
Designing Energy Efficient 
Building Enclosures for 
Wood-frame Buildings 
! Available as free download 
from FP Innovations
Evolution Wood-frame Building Enclosure Design Guides 
! Original 1999/2011 Wood Frame 
Envelopes in the Coastal Climate of 
British Columbia - Best Practice Guide 
(CMHC) 
! Emphasis on moisture control on the 
west coast 
! 2011 Building Enclosure Design Guide – 
Wood-frame Multi-Unit Residential 
Buildings (HPO) 
! Emphasis on best practices, moisture and 
new energy codes 
! 2013 Guide (FP Innovations) 
! Focus on highly insulated wood-frame 
assemblies to meet current and upcoming 
energy codes 
! Passive design and green buildings
Why a New Building Enclosure Guide? 
! Energy Codes across North America have 
incrementally raised the bar to the point where 
conventional wood-frame assemblies (i.e. 2x6 walls) 
no longer provide enough insulating value 
! Increased awareness of passive design 
strategies and green building programs dictate 
even higher enclosure performance 
! Little guidance on building durable and highly 
insulated enclosure assemblies and details 
! Desire to build taller and taller more exposed wood-frame 
buildings (4-6 stories and higher) 
! Increased use of cross-laminated timber & other 
engineered wood products dictates alternate 
assemblies
What Types of Buildings & Structures is the Guide For? 
! Multi-Unit Residential 
Buildings are the 
focus of the guide 
(and one of most 
challenging building 
types) 
! Relevant for other 
building types as well 
utilizing platform 
framing, cross 
laminated timber, 
wood frame infill, & 
post and beam. 
! Also applies to houses
Where is the Guide Applicable 
! North American Guide 
! Marine, Cold and Very 
Cold Climate Zones 
! Energy Code Climate 
Zones 4 through 7 
! Details used as examples 
are west coast focused 
(i.e. rainscreen) 
! Guidance can also be 
applied to other climate 
zones (i.e. Far-North or 
Southern US) with 
engineering judgement & 
local experience
Overview: What is in the Guide 
! Chapter 1: Introduction 
! Context of Guide 
! Chapter 2: Building and 
Energy Codes across 
North America 
! Canadian Building and 
Energy Codes 
! US Building and Energy 
Codes 
! Performance Rating 
Systems & Green 
Building Programs 
! Differences between 
NECB & ASHRAE 90.1
Overview: What is in the Guide 
! Chapter 3: Moisture, Air and Thermal Control 
! Building as a System 
! Climate Zones 
! Interior Climate, HVAC Interaction 
! Critical Barrier Concept 
! Control of Rainwater Penetration 
! Control of Air Flow 
! Controlling Condensation 
! Construction Moisture 
! Controlling Heat Flow and Insulation 
! Whole Building Energy Efficiency 
! Computer Simulation Considerations for Wood-frame 
Enclosures
Overview: What is in the Guide 
! Chapter 4: Energy Efficient Wall and Roof Assemblies 
! Above Grade Wall Assemblies 
• Split Insulated, Double Stud/Deep Stud, Exterior Insulated 
• Infill Walls for Concrete Frame 
! Below Grade Wall Assemblies 
• Interior and Exterior Insulated 
! Roof Assemblies 
• Steep Slope & Low Slope 
! Chapter 5: Detailing 
! 2D CAD (colored) and 3D build-sequences for various 
typical enclosure details 
! Chapter 6: Further Reading & References
Chapter 2: Building and Energy Codes 
! Review of effective R-values & 
Consideration for Thermal Bridging 
! Energy Use in Wood-frame MURBs 
! Enclosure R-value Targets and 
Airtightness Requirements 
! Canadian Building Codes 
• 2010 NBC 
• 2011 NECB 
• ASHRAE 90.1 (2001 through 2010 
versions) 
! US Buildings Codes 
! Performance Rating and Green 
Building Programs
Canadian Energy Codes –NECB 2011 vs ASHRAE 90.1 
Climate 
Zone 
and 
HDD(°C) 
Wood-­‐frame, 
above-­‐grade 
wall 
Wood-­‐frame 
roof, 
flat 
or 
sloped: 
[R-­‐value 
(RSI)] 
[R-­‐value 
(RSI)] 
Zone 
4: 
<3000 
HDD 
18.0 
(3.17) 
25.0 
(4.41) 
Zone 
5: 
3000 
to 
3999 
HDD 
20.4 
(3.60) 
31.0 
(5.46) 
Zone 
6: 
4000 
to 
4999 
HDD 
23.0 
(4.05) 
31.0 
(5.46) 
Zone 
7a: 
5000 
to 
5999 
HDD 
27.0 
(4.76) 
35.0 
(6.17) 
Zone 
7b: 
6000 
to 
6999 
HDD 
27.0 
(4.76) 
35.0 
(6.17) 
Zone 
8: 
>7000 
HDD 
31.0 
(5.46) 
40.0 
(7.04) 
NECB 2011 
Climate 
Zone 
Wood-­‐frame, 
above-­‐grade 
wall 
NECB has higher 
effective R-value 
requirements 
Wood-­‐frame 
roof—insulation 
entirely 
above 
deck 
Wood-­‐frame 
roof—attic 
and 
other 
Effective 
[R-­‐value 
(RSI)] 
Nominal 
[R-­‐value 
(RSI)] 
Effective 
[R-­‐value 
(RSI)] 
Nominal 
[R-­‐value 
(RSI)] 
Effective 
[R-­‐value 
(RSI)] 
Nominal 
[R-­‐value 
(RSI)] 
Zone 
1 
(A 
& 
B) 
11.2 
(2.0) 
13.0 
(2.3) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
2 
(A 
& 
B) 
11.2 
(2.0) 
13.0 
(2.3) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
3 
(A, 
B, 
& 
C) 
11.2 
(2.0) 
13.0 
(2.3) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
4 
(A, 
B, 
& 
C) 
15.6 
(2.7) 
13.0 
+ 
3.8 
ci 
(2.3 
+ 
0.7 
ci) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
5 
(A, 
B, 
& 
C) 
19.6 
(3.5) 
13.0 
+ 
7.5 
ci 
(2.3 
+ 
1.3 
ci) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
6 
(A 
& 
B) 
19.6 
(3.5) 
13.0 
+ 
7.5 
ci 
(2.3 
+ 
1.3 
ci) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
7 
19.6 
(3.5) 
13.0 
+ 
7.5 
ci 
(2.3 
+ 
1.3 
ci) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
37.0 
(6.5) 
38.0 
(6.7) 
Zone 
8 
27.8 
(4.9) 
13.0 
+ 
15.6 
ci 
(2.3 
+ 
2.7 
ci) 
20.8 
(3.7) 
20.0 
ci 
(3.5 
ci) 
47.6 
(8.4) 
49.0 
(8.6) 
ci 
= 
continuous 
insulation, 
where 
denoted 
ASHRAE 90.1 - 2010
ASHRAE 90.1-2010 vs NECB 2011 – Effective Dec 20, 2014 
Climate 
Zone 
Wall 
– 
Above 
Grade: 
Min. 
R-­‐value 
(IP) 
Roof 
– 
Sloped 
or 
Flat: 
Min. 
R-­‐value 
(IP) 
Window: 
Max. 
U-­‐value 
(IP) 
8 
31.0 
40.0 
0.28 
7A/7B 
27.0 
35.0 
0.39 
6 
23.0 
31.0 
0.39 
5 
20.4 
31.0 
0.39 
4 
18.6 
25.0 
0.42 
NECB 2011 
ASHRAE 90.1-2010 – 
Residential Building 
Climate 
Zone 
Wall 
(Mass, 
Wood, 
Steel): 
Min. 
R-­‐value 
(IP) 
Roof 
(ASc, 
Cathedral/Flat): 
Min. 
R-­‐value 
(IP) 
Window 
(Alum, 
PVC/fiberglass): 
Max. 
U-­‐value 
(IP) 
8 
19.2, 
27.8, 
27.0 
47.6, 
20.8 
0.45, 
0.35 
7A/7B 
14.1, 
19.6, 
23.8 
37.0, 
20.8 
0.45, 
0.35 
6 
12.5, 
19.6, 
15.6 
37.0, 
20.8 
0.55, 
0.35 
5 
12.5, 
19.6, 
15.6 
37.0, 
20.8 
0.55, 
0.35 
*7A/7B 
combined in 
ASHRAE 90.1 
No Zone 4 in 
ASHRAE 90.1
US Energy Codes – IECC vs ASHRAE 90.1 
! Adoption of IECC and 
ASHRAE 90.1 varies 
by State 
! Effective R-value 
tables provided 
! Airtightness 
requirements covered 
! Washington State 
and Seattle (<0.40 
cfm/ft2 @75Pa) 
! US Army Corps (<0.25 
cfm/ft2 @75Pa)
Performance Rating Programs & R-value Targets 
! Consideration for “above-code” enclosure 
performance & green building programs 
! Performance rating and energy modeling 
considerations 
! Target “high-performance” building 
enclosure R-values by climate Zone 
Climate 
Zones 
Wood-­‐frame, 
above-­‐grade 
wall 
Wood-­‐frame 
roof—insulation 
entirely 
above 
deck: 
Wood-­‐frame 
roof—attic 
and 
other: 
[R-­‐value 
(RSI)] 
[R-­‐value 
(RSI)] 
[R-­‐value 
(RSI)] 
Zones 
1 
to 
3: 
hot, 
cooling 
dominated 
R-­‐16 
to 
R-­‐22 
(2.8 
to 
3.9) 
R-­‐25 
to 
R-­‐30 
(4.4 
to 
5.3) 
R-­‐40 
to 
R-­‐50 
(7.0 
to 
8.8) 
Zones 
4 
to 
5: 
mixed, 
heating 
and 
cooling 
R-­‐22 
to 
R-­‐28 
(3.9 
to 
4.9) 
R-­‐30 
to 
R-­‐40 
(5.3 
to 
7.0) 
R-­‐50 
to 
R-­‐60 
(8.8 
to 
10.6) 
Zones 
6 
to 
8: 
cold, 
heating 
dominated 
R-­‐28 
to 
R-­‐40 
(4.9 
to 
7.0) 
R-­‐40 
to 
R-­‐50 
(7.0 
to 
8.8) 
R-­‐60 
to 
R-­‐80 
(10.6 
to 
14.1)
Chapter 3: Climate Considerations 
! Exterior Climate 
! Temperature & 
Humidity 
! Rainfall 
! Interior Climate 
! HVAC systems 
! Ventilation 
! Architectural Form 
& Enclosure 
Design
Chapter 3: Building Science Fundamentals 
! Deflection, Drainage, 
Drying and Durability 
! Wetting and Drying 
Mechanisms 
! Critical Barriers & 
Continuity 
! Water Shedding Surface 
! Water Resistive Barrier 
! Air Barrier 
! Thermal Insulation 
! Rainwater Penetration 
control fundamentals
Chapter 3: Air Flow Control – Air Barrier Strategies 
! Air Barrier Systems 
(Fundamentals, Materials, 
Performance, testing) 
! Sealed Poly/Sheet 
Membranes 
! Airtight drywall 
! Sprayfoam 
! Sealed-Sheathing Approaches 
• Unsupported sheet membranes 
• Supported sheet membranes with 
vertical strapping 
• Sandwiched membranes behind 
exterior insulation 
• Self-Adhered and liquid applied 
membranes 
! Other Approaches
Chapter 3: Condensation Control 
! Relative Humidity control 
! Maintaining high interior 
surface temperatures 
! Reducing thermal bridging 
! Use of better windows 
! Controlling air movement 
(air barrier systems) 
! Controlling vapour diffusion 
(vapour retarders)
Managing Construction Moisture & Wood Shrinkage 
! Keeping wood dry during 
transportation and construction 
and limiting built-in moisture 
! Careful use of impermeable 
materials/membranes 
! Controlling and accounting for 
wood-frame shrinkage 
! Detailing for differential shrinkage
Chapter 3: Heat Flow Control & Insulation 
! Control of Heat Flow 
! Solar Control, Minimizing 
Conductive Losses, 
Minimizing Air Leakage 
! Placement of Insulation 
within assemblies 
! Wood framing factors 
! Types of insulation, R-values 
and typical uses 
! Thermal bridging and 
effective R-values
Chapter 3: Effective R-values 
! All Energy Codes now consider 
effective R-values 
! Nominal R-values = Rated R-values of 
insulation which do not include 
impacts of how they are installed 
! For example R-20 batt insulation or 
R-10 foam insulation 
! Effective R-values include impacts of 
insulation installation and thermal 
bridges 
! For example nominal R-20 batts within 
steel studs becoming ~R-9 effective, or 
in wood studs ~R-15 effective
Chapter 3: Wood Framing Factor Impact 
! Framing factors for studs @ 16” o.c = 25% 
! Taller wood-frame structures framing factors >30-40% 
depending on structural destign
Insulation Placement and Assembly Design Considerations 
Interior 
Insulation 
Exterior 
Insulation 
Split 
Insulation
Getting to Higher R-values – Placement of Insulation 
Baseline 
2x6 w/ R-22 
batts = R-16 
effective 
Exterior Insulation – R-20 to R-40+ effective 
• Constraints: cladding attachment, wall thickness 
Deep/Double Stud– 
R-20 to R-40+ 
effective 
• Constraints wall 
thickness 
Split Insulation– 
R-20 to R-40+ effective 
• Constraints: cladding 
attachment
Chapter 3: Insulation Placement – Above Grade Walls 
2x6 
stud 
wall 
Double-­‐stud 
wall 
2x4 
(or 
2x6) 
stud 
wall 
CLT/mass 
timber 
2x4 
(or 
2x6) 
stud 
wall 
Interior-­‐insulated 
wall 
assemblies 
Exterior-­‐insulated 
wall 
assemblies 
Split-­‐insulated 
wall 
assembly
Cladding Attachment through Exterior Insulation 
Longer cladding 
Fasteners directly 
through rigid 
insulation (up to 2” 
for light claddings) 
Long screws through 
vertical strapping and rigid 
insulation creates truss 
(8”+) – short cladding 
fasteners into vertical 
strapping Rigid shear block type connection 
through insulation, cladding to 
vertical strapping
Cladding Attachment through Exterior Insulation
Insulation Placement – Below Grade Walls 
Interior-­‐insulated 
wall 
Exterior-­‐insulated 
wall 
Interior-­‐ 
and 
exterior-­‐ 
insulated 
wall 
(ICF)
Insulation Placement - Roofs 
Interior-­‐insulated 
pitched 
roof 
Low-­‐slope 
roof: 
conventionally 
insulated 
Low-­‐slope 
roof: 
inverted
Chapter 3: Whole Building Energy Efficiency 
! Whole building energy 
efficiency considerations 
! Impact of Wall, Window and 
Roof R-values on overall heat-loss 
and energy consumption 
! Example calculations of 
whole building R-values 
! Thermal mass impacts of 
Heavy timber structures 
! Hygrothermal and Thermal 
simulation guidance
Chapter 4: Energy Efficient Walls – Split Insulated 
! Material selection & 
guidance 
! Control Functions 
! Critical Barriers 
! Effective R-value 
Tables 
Wood 
framing 
Nominal 
stud-­‐ 
space 
insulation 
[R-­‐value 
(RSI)] 
Exterior 
insulation 
None 
[R-­‐value 
(RSI)] 
R-­‐4 
(1 
inch) 
[R-­‐value 
(RSI)] 
R-­‐8 
(2 
inches) 
[R-­‐value 
(RSI)] 
R-­‐12 
(3 
inches) 
[R-­‐value 
(RSI)] 
R-­‐16 
(4 
inches) 
[R-­‐value 
(RSI)] 
R-­‐20 
(5 
inches) 
[R-­‐value 
(RSI)] 
R-­‐24 
(6 
inches) 
[R-­‐value 
(RSI)] 
2x4 
R-­‐12 
(2.1) 
10.7 
(1.9) 
15.0 
(2.6) 
18.8 
(3.3) 
22.5 
(4.0) 
26.2 
(4.6) 
29.7 
(5.2) 
33.2 
(5.8) 
R-­‐14 
(2.5) 
11.5 
(2.0) 
15.8 
(2.8) 
19.6 
(3.4) 
23.2 
(4.1) 
27.0 
(4.8) 
30.5 
(5.4) 
34.0 
(6.0) 
2x6 
R-­‐19 
(3.3) 
15.5 
(2.7) 
19.8 
(3.5) 
23.7 
(4.2) 
27.3 
(4.8) 
31.0 
(5.5) 
34.5 
(6.1) 
38.0 
(6.7) 
R-­‐22 
(3.9) 
16.6 
(2.9) 
21.0 
(3.7) 
24.8 
(4.4) 
28.5 
(5.0) 
32.2 
(5.7) 
35.7 
(6.3) 
39.2 
(6.9)
Exterior & Split Insulated Wood Assemblies 
! Wood-frame and Heavy Timber 
Building Wall R-value Targets 
! R-19.6 ASHRAE 90.1 
! R-18.6 to R-20.4 NECB 
! Can only get ~R-16 effective 
within a 2x6 framed wall 
! Industry shift towards split and 
exterior insulated wood-frame walls
Chapter 4: Energy Efficient Walls – Double Stud/Deep Stud 
! Material selection & 
guidance 
! Control Functions 
! Critical Barriers 
! Effective R-value Tables 
Wood 
framing 
Nominal 
fill 
insulation 
[R-­‐value/inch 
(RSI/cm)] 
Gap 
width 
between 
stud 
walls 
No 
gap 
[R-­‐value 
(RSI)] 
1-­‐inch 
[R-­‐value 
(RSI)] 
2-­‐inches 
[R-­‐value 
(RSI)] 
3-­‐inches 
[R-­‐value 
(RSI)] 
4-­‐inches 
[R-­‐value 
(RSI)] 
5-­‐inches 
[R-­‐value 
(RSI)] 
6-­‐inches 
[R-­‐value 
(RSI)] 
Double-­‐ 
stud 
2x4 
R-­‐3.4/inch 
(0.24/cm) 
19.1 
(3.4) 
22.9 
(4.0) 
26.5 
(4.7) 
30.0 
(5.3) 
33.4 
(5.9) 
36.9 
(6.5) 
40.3 
(7.1) 
R-­‐4.0/inch 
(0.28/cm) 
20.5 
(3.6) 
25.1 
(4.4) 
29.4 
(5.2) 
33.4 
(5.9) 
37.4 
(6.6) 
41.5 
(7.3) 
45.4 
(8.0)
Double/Deep Stud Insulated Walls 
! Double 2x4/2x6 stud, single deep 2x10, 2x12, I-Joist etc. 
! Common wood-frame wall assembly in many passive houses (and 
prefabricated highly insulated walls) 
! Often add interior service wall – greater control over airtightness 
! Inherently at a higher risk for damage if sheathing gets wet (rainwater, 
air leakage, vapor diffusion) – due to more interior insulation
Chapter 4: Energy Efficient Walls – Exterior Insulated 
! Material selection & 
guidance 
! Control Functions 
! Critical Barriers 
! Effective R-value 
Tables 
Wood 
framing 
Exterior 
insulation 
[R-­‐value/inch 
(RSI/cm)] 
Exterior 
insulation 
thickness 
3 
inches 
R-­‐value 
(RSI)] 
4 
inches 
[R-­‐value 
(RSI)] 
5 
inches 
[R-­‐value 
(RSI)] 
6 
inches 
[R-­‐value 
(RSI)] 
7 
inches 
[R-­‐value 
(RSI)] 
8 
inches 
[R-­‐value 
(RSI)] 
3½-­‐inch-­‐ 
thick 
CLT 
panels 
R-­‐4/inch 
(0.28/cm) 
17.2 
(3.0) 
20.9 
(3.7) 
24.4 
(4.3) 
27.9 
(4.9) 
31.6 
(5.6) 
35.0 
(6.2) 
R-­‐5/inch 
(0.34/cm) 
19.8 
(3.5) 
24.4 
(4.3) 
28.7 
(5.1) 
32.9 
(5.8) 
37.3 
(6.6) 
41.5 
(7.3)
Cross Laminated Timber Construction - Considerations
Cross Laminated Timber Construction – Wall Assemblies
CLT Panel Construction - Unique Details for Consideration
CLT Panel Details Requiring Attention – Panel Joints 
Sealants, tapes, & membranes applied on either side can’t 
address this type of airflow path through the CLT lumber gaps
CLT Panel Details Requiring Attention - Parapets 
Airflow increased by stack 
effect and pressures at parapet 
corners 
Roofing membrane applied, 
path becomes longer – but 
doesn’t go away – even if 
clamped, sealed etc.
CLT Panel Details Requiring Attention - Corners 
Airflow path more 
convoluted – lower 
leakage rates, but still a 
consideration
Guidance for CLT Assembly Air Barriers 
! CLT panels air-tight as a material, 
but not as a system 
! Recommend use of self-adhered 
sheet product air barrier 
membranes or thick liquid 
applied membrane on exterior of 
panels (exterior air-barrier 
approach) 
! Use of loose-applied sheets 
(House-wraps) not generally 
recommended – more difficult to 
make airtight, perforating 
attachment, billowing, flanking 
airflow behind membrane
CLT Assembly Air Barrier Considerations 
! Structural connections can interfere with air-barrier 
membrane installation/sequencing and sharp parts can 
damage materials (applied before or after)
Infill Walls – Post & Beam or Concrete Floor Slabs 
Post and Beam with 
wood-frame infill 
Concrete frame with 
wood-frame infill
Chapter 4: Below Grade Walls 
! Interior Insulated 
! Exterior Insulated 
! Control 
Functions 
! Critical 
Barriers 
! Effective R-values
Chapter 4: Pitched-Roof, Vented Attic Assembly 
! Materials & Control 
Functions 
! Critical Barriers 
! Effective R-value 
Tables (accounting for 
insulation reductions 
at eaves)
Chapter 4: Pitched-Roof, Exterior Insulated Assembly 
! Materials & Control 
Functions 
! Critical Barriers 
! Effective R-values
Chapter 4: Low-Slope Conventional Roof Assembly 
! Materials & Control 
Functions 
! Critical Barriers 
! Effective R-values 
(Accounting for 
tapered insulation 
packages)
Chapter 4: Low-Slope Inverted Roof Assembly 
! Materials & Control 
Functions 
! Critical Barriers 
! Effective R-values
Chapter 5: Detailing 
! 2D CAD details (colored) 
provided for typical details 
for each wall assembly 
type (split insulated, 
double stud, exterior 
insulated) plus some for 
infill walls 
! 3D sequence details 
provided for window 
interfacing (split insulated, 
double stud, exterior 
insulated)
Detailing – Materials & Critical Barrier Discussion 
! Thermal Continuity 
! Air Barrier Continuity 
! Water Shedding Surface and Water Resistive Barrier
Detailing – From Roof to Grade 
! Details provided for 
each main wall 
assembly included 
! Split insulated 
! Double Stud 
! CLT 
! And roofs 
! Sloped 
! Low-slope
Detailing – Colored 2D Details
Detailing – Wall to Roof Interfaces
Detailing – Wall Penetrations
Detailing – 2D Window Details
Detailing – 3D Window Installation Sequences
Chapter 6: Further Reading, References & Glossary 
! Further reading 
! Builder & Design Guides 
! Building Science Resources 
! Energy Codes and Standards 
! Other Research Organizations 
! Design Software 
! References 
! Glossary of Building Enclosure, Energy Efficiency and 
Wood terms
Questions? 
! gfinch@rdhbe.com - 604-873-1181 
! Guide Available from FP Innovations: 
http://www.fpinnovations.ca/ResearchProgram/ 
AdvancedBuildingSystem/designing-energy-efficient-building-enclosures. 
pdf 
! Google: energy efficient building enclosure design guide
Questions / Comments? 
This concludes the: 
American Institute of Architects 
Architectural Institute of British Columbia 
Engineering Institute of Canada 
Continuing Education Systems Program 
Energy-Efficient Building Enclosure Design Guidelines for Wood- 
Frame Buildings

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Energy Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings

  • 1. Energy-Efficient Building Enclosure Design Guidelines for Wood-Frame Buildings ! Graham Finch, MASc, P.Eng Principal, Building Science Research Specialist RDH Building Engineering Ltd. October 29, 2013 – Wood WORKS! Vancouver
  • 2. Copyright Materials This presentation is protected by Canadian, US, and International Copyright laws. Reproduction, distribution, display and use of the presentation without written permission of the speaker is prohibited. © RDH Building Engineering Ltd.
  • 3. Program Education Credit Information Canadian Wood Council, Wood WORKS! and the Wood Solutions Fair is a Registered Provider with The American Institute of Architects Continuing Education System; the Architectural Institute of British Columbia and the Engineering Institute of Canada. Credit earned on completion of this program will be reported on behalf of members of each CES provider for those who complete a participation form at the registration counter. Certificates of Completion for non- AIA, AIBC or EIC members are available on request. This program is registered with the 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.
  • 4. Learning Objectives 1. Learn about the new wood-design resource for architects, builders, and engineers: the Guide for Designing Energy Efficiency Building Enclosures for Wood-Frame Multi-Unit Residential Buildings 2. Understand how upcoming building and energy code changes will impact typical wood-frame construction practices, and learn the best strategies to design, insulate, air-seal, and detail new wood frame wall and roof assemblies. 3. Learn about the building enclosure design considerations for heavy timber structures utilizing CLT and post-and-beam components. 4. Understand the importance of “critical barriers” in building enclosure detailing with examples of wall, roof and window details for highly insulated wood buildings.
  • 5. Overview ! Background ! Overview of the new Guide for Designing Energy Efficient Building Enclosures for Wood-frame Buildings ! Available as free download from FP Innovations
  • 6. Evolution Wood-frame Building Enclosure Design Guides ! Original 1999/2011 Wood Frame Envelopes in the Coastal Climate of British Columbia - Best Practice Guide (CMHC) ! Emphasis on moisture control on the west coast ! 2011 Building Enclosure Design Guide – Wood-frame Multi-Unit Residential Buildings (HPO) ! Emphasis on best practices, moisture and new energy codes ! 2013 Guide (FP Innovations) ! Focus on highly insulated wood-frame assemblies to meet current and upcoming energy codes ! Passive design and green buildings
  • 7. Why a New Building Enclosure Guide? ! Energy Codes across North America have incrementally raised the bar to the point where conventional wood-frame assemblies (i.e. 2x6 walls) no longer provide enough insulating value ! Increased awareness of passive design strategies and green building programs dictate even higher enclosure performance ! Little guidance on building durable and highly insulated enclosure assemblies and details ! Desire to build taller and taller more exposed wood-frame buildings (4-6 stories and higher) ! Increased use of cross-laminated timber & other engineered wood products dictates alternate assemblies
  • 8. What Types of Buildings & Structures is the Guide For? ! Multi-Unit Residential Buildings are the focus of the guide (and one of most challenging building types) ! Relevant for other building types as well utilizing platform framing, cross laminated timber, wood frame infill, & post and beam. ! Also applies to houses
  • 9. Where is the Guide Applicable ! North American Guide ! Marine, Cold and Very Cold Climate Zones ! Energy Code Climate Zones 4 through 7 ! Details used as examples are west coast focused (i.e. rainscreen) ! Guidance can also be applied to other climate zones (i.e. Far-North or Southern US) with engineering judgement & local experience
  • 10. Overview: What is in the Guide ! Chapter 1: Introduction ! Context of Guide ! Chapter 2: Building and Energy Codes across North America ! Canadian Building and Energy Codes ! US Building and Energy Codes ! Performance Rating Systems & Green Building Programs ! Differences between NECB & ASHRAE 90.1
  • 11. Overview: What is in the Guide ! Chapter 3: Moisture, Air and Thermal Control ! Building as a System ! Climate Zones ! Interior Climate, HVAC Interaction ! Critical Barrier Concept ! Control of Rainwater Penetration ! Control of Air Flow ! Controlling Condensation ! Construction Moisture ! Controlling Heat Flow and Insulation ! Whole Building Energy Efficiency ! Computer Simulation Considerations for Wood-frame Enclosures
  • 12. Overview: What is in the Guide ! Chapter 4: Energy Efficient Wall and Roof Assemblies ! Above Grade Wall Assemblies • Split Insulated, Double Stud/Deep Stud, Exterior Insulated • Infill Walls for Concrete Frame ! Below Grade Wall Assemblies • Interior and Exterior Insulated ! Roof Assemblies • Steep Slope & Low Slope ! Chapter 5: Detailing ! 2D CAD (colored) and 3D build-sequences for various typical enclosure details ! Chapter 6: Further Reading & References
  • 13. Chapter 2: Building and Energy Codes ! Review of effective R-values & Consideration for Thermal Bridging ! Energy Use in Wood-frame MURBs ! Enclosure R-value Targets and Airtightness Requirements ! Canadian Building Codes • 2010 NBC • 2011 NECB • ASHRAE 90.1 (2001 through 2010 versions) ! US Buildings Codes ! Performance Rating and Green Building Programs
  • 14. Canadian Energy Codes –NECB 2011 vs ASHRAE 90.1 Climate Zone and HDD(°C) Wood-­‐frame, above-­‐grade wall Wood-­‐frame roof, flat or sloped: [R-­‐value (RSI)] [R-­‐value (RSI)] Zone 4: <3000 HDD 18.0 (3.17) 25.0 (4.41) Zone 5: 3000 to 3999 HDD 20.4 (3.60) 31.0 (5.46) Zone 6: 4000 to 4999 HDD 23.0 (4.05) 31.0 (5.46) Zone 7a: 5000 to 5999 HDD 27.0 (4.76) 35.0 (6.17) Zone 7b: 6000 to 6999 HDD 27.0 (4.76) 35.0 (6.17) Zone 8: >7000 HDD 31.0 (5.46) 40.0 (7.04) NECB 2011 Climate Zone Wood-­‐frame, above-­‐grade wall NECB has higher effective R-value requirements Wood-­‐frame roof—insulation entirely above deck Wood-­‐frame roof—attic and other Effective [R-­‐value (RSI)] Nominal [R-­‐value (RSI)] Effective [R-­‐value (RSI)] Nominal [R-­‐value (RSI)] Effective [R-­‐value (RSI)] Nominal [R-­‐value (RSI)] Zone 1 (A & B) 11.2 (2.0) 13.0 (2.3) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 2 (A & B) 11.2 (2.0) 13.0 (2.3) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 3 (A, B, & C) 11.2 (2.0) 13.0 (2.3) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 4 (A, B, & C) 15.6 (2.7) 13.0 + 3.8 ci (2.3 + 0.7 ci) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 5 (A, B, & C) 19.6 (3.5) 13.0 + 7.5 ci (2.3 + 1.3 ci) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 6 (A & B) 19.6 (3.5) 13.0 + 7.5 ci (2.3 + 1.3 ci) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 7 19.6 (3.5) 13.0 + 7.5 ci (2.3 + 1.3 ci) 20.8 (3.7) 20.0 ci (3.5 ci) 37.0 (6.5) 38.0 (6.7) Zone 8 27.8 (4.9) 13.0 + 15.6 ci (2.3 + 2.7 ci) 20.8 (3.7) 20.0 ci (3.5 ci) 47.6 (8.4) 49.0 (8.6) ci = continuous insulation, where denoted ASHRAE 90.1 - 2010
  • 15. ASHRAE 90.1-2010 vs NECB 2011 – Effective Dec 20, 2014 Climate Zone Wall – Above Grade: Min. R-­‐value (IP) Roof – Sloped or Flat: Min. R-­‐value (IP) Window: Max. U-­‐value (IP) 8 31.0 40.0 0.28 7A/7B 27.0 35.0 0.39 6 23.0 31.0 0.39 5 20.4 31.0 0.39 4 18.6 25.0 0.42 NECB 2011 ASHRAE 90.1-2010 – Residential Building Climate Zone Wall (Mass, Wood, Steel): Min. R-­‐value (IP) Roof (ASc, Cathedral/Flat): Min. R-­‐value (IP) Window (Alum, PVC/fiberglass): Max. U-­‐value (IP) 8 19.2, 27.8, 27.0 47.6, 20.8 0.45, 0.35 7A/7B 14.1, 19.6, 23.8 37.0, 20.8 0.45, 0.35 6 12.5, 19.6, 15.6 37.0, 20.8 0.55, 0.35 5 12.5, 19.6, 15.6 37.0, 20.8 0.55, 0.35 *7A/7B combined in ASHRAE 90.1 No Zone 4 in ASHRAE 90.1
  • 16. US Energy Codes – IECC vs ASHRAE 90.1 ! Adoption of IECC and ASHRAE 90.1 varies by State ! Effective R-value tables provided ! Airtightness requirements covered ! Washington State and Seattle (<0.40 cfm/ft2 @75Pa) ! US Army Corps (<0.25 cfm/ft2 @75Pa)
  • 17. Performance Rating Programs & R-value Targets ! Consideration for “above-code” enclosure performance & green building programs ! Performance rating and energy modeling considerations ! Target “high-performance” building enclosure R-values by climate Zone Climate Zones Wood-­‐frame, above-­‐grade wall Wood-­‐frame roof—insulation entirely above deck: Wood-­‐frame roof—attic and other: [R-­‐value (RSI)] [R-­‐value (RSI)] [R-­‐value (RSI)] Zones 1 to 3: hot, cooling dominated R-­‐16 to R-­‐22 (2.8 to 3.9) R-­‐25 to R-­‐30 (4.4 to 5.3) R-­‐40 to R-­‐50 (7.0 to 8.8) Zones 4 to 5: mixed, heating and cooling R-­‐22 to R-­‐28 (3.9 to 4.9) R-­‐30 to R-­‐40 (5.3 to 7.0) R-­‐50 to R-­‐60 (8.8 to 10.6) Zones 6 to 8: cold, heating dominated R-­‐28 to R-­‐40 (4.9 to 7.0) R-­‐40 to R-­‐50 (7.0 to 8.8) R-­‐60 to R-­‐80 (10.6 to 14.1)
  • 18. Chapter 3: Climate Considerations ! Exterior Climate ! Temperature & Humidity ! Rainfall ! Interior Climate ! HVAC systems ! Ventilation ! Architectural Form & Enclosure Design
  • 19. Chapter 3: Building Science Fundamentals ! Deflection, Drainage, Drying and Durability ! Wetting and Drying Mechanisms ! Critical Barriers & Continuity ! Water Shedding Surface ! Water Resistive Barrier ! Air Barrier ! Thermal Insulation ! Rainwater Penetration control fundamentals
  • 20. Chapter 3: Air Flow Control – Air Barrier Strategies ! Air Barrier Systems (Fundamentals, Materials, Performance, testing) ! Sealed Poly/Sheet Membranes ! Airtight drywall ! Sprayfoam ! Sealed-Sheathing Approaches • Unsupported sheet membranes • Supported sheet membranes with vertical strapping • Sandwiched membranes behind exterior insulation • Self-Adhered and liquid applied membranes ! Other Approaches
  • 21. Chapter 3: Condensation Control ! Relative Humidity control ! Maintaining high interior surface temperatures ! Reducing thermal bridging ! Use of better windows ! Controlling air movement (air barrier systems) ! Controlling vapour diffusion (vapour retarders)
  • 22. Managing Construction Moisture & Wood Shrinkage ! Keeping wood dry during transportation and construction and limiting built-in moisture ! Careful use of impermeable materials/membranes ! Controlling and accounting for wood-frame shrinkage ! Detailing for differential shrinkage
  • 23. Chapter 3: Heat Flow Control & Insulation ! Control of Heat Flow ! Solar Control, Minimizing Conductive Losses, Minimizing Air Leakage ! Placement of Insulation within assemblies ! Wood framing factors ! Types of insulation, R-values and typical uses ! Thermal bridging and effective R-values
  • 24. Chapter 3: Effective R-values ! All Energy Codes now consider effective R-values ! Nominal R-values = Rated R-values of insulation which do not include impacts of how they are installed ! For example R-20 batt insulation or R-10 foam insulation ! Effective R-values include impacts of insulation installation and thermal bridges ! For example nominal R-20 batts within steel studs becoming ~R-9 effective, or in wood studs ~R-15 effective
  • 25. Chapter 3: Wood Framing Factor Impact ! Framing factors for studs @ 16” o.c = 25% ! Taller wood-frame structures framing factors >30-40% depending on structural destign
  • 26. Insulation Placement and Assembly Design Considerations Interior Insulation Exterior Insulation Split Insulation
  • 27. Getting to Higher R-values – Placement of Insulation Baseline 2x6 w/ R-22 batts = R-16 effective Exterior Insulation – R-20 to R-40+ effective • Constraints: cladding attachment, wall thickness Deep/Double Stud– R-20 to R-40+ effective • Constraints wall thickness Split Insulation– R-20 to R-40+ effective • Constraints: cladding attachment
  • 28. Chapter 3: Insulation Placement – Above Grade Walls 2x6 stud wall Double-­‐stud wall 2x4 (or 2x6) stud wall CLT/mass timber 2x4 (or 2x6) stud wall Interior-­‐insulated wall assemblies Exterior-­‐insulated wall assemblies Split-­‐insulated wall assembly
  • 29. Cladding Attachment through Exterior Insulation Longer cladding Fasteners directly through rigid insulation (up to 2” for light claddings) Long screws through vertical strapping and rigid insulation creates truss (8”+) – short cladding fasteners into vertical strapping Rigid shear block type connection through insulation, cladding to vertical strapping
  • 30. Cladding Attachment through Exterior Insulation
  • 31. Insulation Placement – Below Grade Walls Interior-­‐insulated wall Exterior-­‐insulated wall Interior-­‐ and exterior-­‐ insulated wall (ICF)
  • 32. Insulation Placement - Roofs Interior-­‐insulated pitched roof Low-­‐slope roof: conventionally insulated Low-­‐slope roof: inverted
  • 33. Chapter 3: Whole Building Energy Efficiency ! Whole building energy efficiency considerations ! Impact of Wall, Window and Roof R-values on overall heat-loss and energy consumption ! Example calculations of whole building R-values ! Thermal mass impacts of Heavy timber structures ! Hygrothermal and Thermal simulation guidance
  • 34. Chapter 4: Energy Efficient Walls – Split Insulated ! Material selection & guidance ! Control Functions ! Critical Barriers ! Effective R-value Tables Wood framing Nominal stud-­‐ space insulation [R-­‐value (RSI)] Exterior insulation None [R-­‐value (RSI)] R-­‐4 (1 inch) [R-­‐value (RSI)] R-­‐8 (2 inches) [R-­‐value (RSI)] R-­‐12 (3 inches) [R-­‐value (RSI)] R-­‐16 (4 inches) [R-­‐value (RSI)] R-­‐20 (5 inches) [R-­‐value (RSI)] R-­‐24 (6 inches) [R-­‐value (RSI)] 2x4 R-­‐12 (2.1) 10.7 (1.9) 15.0 (2.6) 18.8 (3.3) 22.5 (4.0) 26.2 (4.6) 29.7 (5.2) 33.2 (5.8) R-­‐14 (2.5) 11.5 (2.0) 15.8 (2.8) 19.6 (3.4) 23.2 (4.1) 27.0 (4.8) 30.5 (5.4) 34.0 (6.0) 2x6 R-­‐19 (3.3) 15.5 (2.7) 19.8 (3.5) 23.7 (4.2) 27.3 (4.8) 31.0 (5.5) 34.5 (6.1) 38.0 (6.7) R-­‐22 (3.9) 16.6 (2.9) 21.0 (3.7) 24.8 (4.4) 28.5 (5.0) 32.2 (5.7) 35.7 (6.3) 39.2 (6.9)
  • 35. Exterior & Split Insulated Wood Assemblies ! Wood-frame and Heavy Timber Building Wall R-value Targets ! R-19.6 ASHRAE 90.1 ! R-18.6 to R-20.4 NECB ! Can only get ~R-16 effective within a 2x6 framed wall ! Industry shift towards split and exterior insulated wood-frame walls
  • 36. Chapter 4: Energy Efficient Walls – Double Stud/Deep Stud ! Material selection & guidance ! Control Functions ! Critical Barriers ! Effective R-value Tables Wood framing Nominal fill insulation [R-­‐value/inch (RSI/cm)] Gap width between stud walls No gap [R-­‐value (RSI)] 1-­‐inch [R-­‐value (RSI)] 2-­‐inches [R-­‐value (RSI)] 3-­‐inches [R-­‐value (RSI)] 4-­‐inches [R-­‐value (RSI)] 5-­‐inches [R-­‐value (RSI)] 6-­‐inches [R-­‐value (RSI)] Double-­‐ stud 2x4 R-­‐3.4/inch (0.24/cm) 19.1 (3.4) 22.9 (4.0) 26.5 (4.7) 30.0 (5.3) 33.4 (5.9) 36.9 (6.5) 40.3 (7.1) R-­‐4.0/inch (0.28/cm) 20.5 (3.6) 25.1 (4.4) 29.4 (5.2) 33.4 (5.9) 37.4 (6.6) 41.5 (7.3) 45.4 (8.0)
  • 37. Double/Deep Stud Insulated Walls ! Double 2x4/2x6 stud, single deep 2x10, 2x12, I-Joist etc. ! Common wood-frame wall assembly in many passive houses (and prefabricated highly insulated walls) ! Often add interior service wall – greater control over airtightness ! Inherently at a higher risk for damage if sheathing gets wet (rainwater, air leakage, vapor diffusion) – due to more interior insulation
  • 38. Chapter 4: Energy Efficient Walls – Exterior Insulated ! Material selection & guidance ! Control Functions ! Critical Barriers ! Effective R-value Tables Wood framing Exterior insulation [R-­‐value/inch (RSI/cm)] Exterior insulation thickness 3 inches R-­‐value (RSI)] 4 inches [R-­‐value (RSI)] 5 inches [R-­‐value (RSI)] 6 inches [R-­‐value (RSI)] 7 inches [R-­‐value (RSI)] 8 inches [R-­‐value (RSI)] 3½-­‐inch-­‐ thick CLT panels R-­‐4/inch (0.28/cm) 17.2 (3.0) 20.9 (3.7) 24.4 (4.3) 27.9 (4.9) 31.6 (5.6) 35.0 (6.2) R-­‐5/inch (0.34/cm) 19.8 (3.5) 24.4 (4.3) 28.7 (5.1) 32.9 (5.8) 37.3 (6.6) 41.5 (7.3)
  • 39. Cross Laminated Timber Construction - Considerations
  • 40. Cross Laminated Timber Construction – Wall Assemblies
  • 41. CLT Panel Construction - Unique Details for Consideration
  • 42. CLT Panel Details Requiring Attention – Panel Joints Sealants, tapes, & membranes applied on either side can’t address this type of airflow path through the CLT lumber gaps
  • 43. CLT Panel Details Requiring Attention - Parapets Airflow increased by stack effect and pressures at parapet corners Roofing membrane applied, path becomes longer – but doesn’t go away – even if clamped, sealed etc.
  • 44. CLT Panel Details Requiring Attention - Corners Airflow path more convoluted – lower leakage rates, but still a consideration
  • 45. Guidance for CLT Assembly Air Barriers ! CLT panels air-tight as a material, but not as a system ! Recommend use of self-adhered sheet product air barrier membranes or thick liquid applied membrane on exterior of panels (exterior air-barrier approach) ! Use of loose-applied sheets (House-wraps) not generally recommended – more difficult to make airtight, perforating attachment, billowing, flanking airflow behind membrane
  • 46. CLT Assembly Air Barrier Considerations ! Structural connections can interfere with air-barrier membrane installation/sequencing and sharp parts can damage materials (applied before or after)
  • 47. Infill Walls – Post & Beam or Concrete Floor Slabs Post and Beam with wood-frame infill Concrete frame with wood-frame infill
  • 48. Chapter 4: Below Grade Walls ! Interior Insulated ! Exterior Insulated ! Control Functions ! Critical Barriers ! Effective R-values
  • 49. Chapter 4: Pitched-Roof, Vented Attic Assembly ! Materials & Control Functions ! Critical Barriers ! Effective R-value Tables (accounting for insulation reductions at eaves)
  • 50. Chapter 4: Pitched-Roof, Exterior Insulated Assembly ! Materials & Control Functions ! Critical Barriers ! Effective R-values
  • 51. Chapter 4: Low-Slope Conventional Roof Assembly ! Materials & Control Functions ! Critical Barriers ! Effective R-values (Accounting for tapered insulation packages)
  • 52. Chapter 4: Low-Slope Inverted Roof Assembly ! Materials & Control Functions ! Critical Barriers ! Effective R-values
  • 53. Chapter 5: Detailing ! 2D CAD details (colored) provided for typical details for each wall assembly type (split insulated, double stud, exterior insulated) plus some for infill walls ! 3D sequence details provided for window interfacing (split insulated, double stud, exterior insulated)
  • 54. Detailing – Materials & Critical Barrier Discussion ! Thermal Continuity ! Air Barrier Continuity ! Water Shedding Surface and Water Resistive Barrier
  • 55. Detailing – From Roof to Grade ! Details provided for each main wall assembly included ! Split insulated ! Double Stud ! CLT ! And roofs ! Sloped ! Low-slope
  • 56. Detailing – Colored 2D Details
  • 57. Detailing – Wall to Roof Interfaces
  • 58. Detailing – Wall Penetrations
  • 59. Detailing – 2D Window Details
  • 60. Detailing – 3D Window Installation Sequences
  • 61. Chapter 6: Further Reading, References & Glossary ! Further reading ! Builder & Design Guides ! Building Science Resources ! Energy Codes and Standards ! Other Research Organizations ! Design Software ! References ! Glossary of Building Enclosure, Energy Efficiency and Wood terms
  • 62. Questions? ! gfinch@rdhbe.com - 604-873-1181 ! Guide Available from FP Innovations: http://www.fpinnovations.ca/ResearchProgram/ AdvancedBuildingSystem/designing-energy-efficient-building-enclosures. pdf ! Google: energy efficient building enclosure design guide
  • 63. Questions / Comments? This concludes the: American Institute of Architects Architectural Institute of British Columbia Engineering Institute of Canada Continuing Education Systems Program Energy-Efficient Building Enclosure Design Guidelines for Wood- Frame Buildings