This presentation includes and overview of ASHRAE 90.1 2010 and NECB 2011 building envelope prescriptive requirements and trade off method, how to account for thermal bridging and the real R value of envelope assemblies.
Presented at the 2014 AIBC Shifting Perspectives Conference.
2014 BCBC Envelope Compliance - ASHRAE 90.1 and NECB
1. October 8, 2014
Envelope Compliance
ASHRAE 90.1 and NECB 2011
2. OVERVIEW
Code requirements and the Standards
Broad overview of the Standards
ASHRAE 90.1 prescriptive requirements
2
and trade-off method for Envelope
NECB Prescriptive requirements and
trade-off method for Envelope
Summary comparison of the prescriptive
requirements and what it means in the
BC building context
Looking at different methods of
accounting for thermal bridging
5. STANDARDS IN CODES
5
ASHRAE 90.1 2004 – Previous BCBC
ASHRAE 90.1 2007 – Previous VBBL
ASHRAE 90.1 2010 & NECB 2011 –
Current BCBC and VBBL
6. ASHRAE 90.1 2010
6
WHO ARE THEY?
American Society of Heating
Refrigeration and Air-conditioning
Engineers
WHAT IS THE STANDARD?
First addition developed in 1970
In 1999 the standard was put into
continuous maintenance
Applies to all commercial buildings
and MURBS greater than 3 stories.
7. ASHRAE 90.1 OVERVIEW
7
ALTERNATIVE PATHS FOR
COMPLIANCE
Prescriptive
Trade-off
Energy cost budget
PRESCRIPTIVE PATH (OR TRADE-OFF)
REQUIRE THAT ALL PARTS OF THE
STANDARD BE MET:
Part 5 - Building envelope
Part 6 - Heating, ventilating and
air-conditioning
Part 7 - Service water heating
Part 8 - Power
Part 9 - Lighting
Mandatory Part 10 - Other equipment
Provisions
8. ASHRAE 90.1 OVERVIEW
8
ASHRAE 2004
Baseline
ASHRAE 2007
Increased BE
requirements
ASHRAE 2010
No major changes
in BE requirements
9. NECB 2011
Developed by Natural Resources
9
Canada & the National Research
Council for Canada
What is the Standard?
Last version was in 1997 (MNECB)
Design intent was to be roughly equivalent
to ASHRAE 90.1 2010
Applies to new buildings (except part 9),
additions to existing building, but silent on
renovations
Before now, not referenced in BCBC or
VBBL
MNECB is referenced in LEED
10. NECB OVERVIEW
10
ALTERNATIVE PATHS FOR COMPLIANCE
Prescriptive
Trade-off (simple or detailed)
Energy simulation (building energy compliance)
PRESCRIPTIVE PATH (OR TRADE-OFF) REQUIRE THAT ALL
PARTS OF THE STANDARD BE MET:
Part 3 – Building envelope
Part 4 – Lighting
Part 5 – Heating, ventilating and air-conditioning systems
Part 6 – Service water heating systems
Part 7 – Electrical power systems and motors
11. ZONES AND HEATING DEGREE DAYS (HDD)
11
ASHRAE 90.1 Climate zones for BC
15. ASHRAE 90.1- MANDATORY PROVISIONS
THIS MEANS THAT THE
BUILDING SHOULD BE
DESIGNED TO MEET
THESE PROVISIONS:
Insulation
Air leakage
• Air-barrier
selection and
design
• Limit to
fenestration and
doors including
cargo doors
• Vestibule
Fenestration and
Doors values
• NFRC
15
16. ASHRAE 90.1 MANDATORY PROVISIONS
16
ASHREA 90.1
Air leakage
limits
NAFS
Air Leakage
limits
ASHRAE Type Limit
Glazed Swinging entrance
door & revolving doors
1.0 cfm/ft2 at 1.57psf
Curtain wall & Storefront 0.06cfm/ft2 at 1.57psf
Other products 0.2cfm/ft2 at 1.57psf or
0.3 cfm/ft2 at 6.24psf
NAFS defines air leakage by performance
class (R, LC, CW and AW) and air infiltration /
exfiltration levels (A2, A3 and Fixed) and can
be more stringent:
Fixed as low as 0.2 L/s.m2 at 300Pa (or 0.04cfm/ft2 at
6.24psf)
Operable as low as 0.5 L/s.m2 at 300Pa (or 0.1cfm/ft2
at 6.24psf)
17. ASHRAE 90.1 PRESCRIPTIVE METHOD
17
THE PRESCRIPTIVE
METHOD CAN ONLY BE
USED IF:
The vertical
fenestration ≤ 40%
of Gross wall Area
The skylight
fenestration ≤ 5%
of gross roof area
18. ASHRAE 90.1 - OPAQUE AREAS
For conditioned spaces the
18
exterior building envelope
shall comply with, to either:
the residential or the non-residential
requirements in
the tables
For semi-heated spaces the
semi-exterior building
envelope needs to comply
with the requirements in the
tables
19. ASHRAE 90.1 - PRESCRIPTIVE OPAQUE AREAS
19
THE TABLES CONTAINING THE THERMAL PERFORMANCE
REQUIREMENTS ARE PROVIDED IN THE STANDARD, BY CLIMATIC
ZONES, AND LOOK LIKE THIS:
For all opaque elements (except doors) compliance should be
demonstrated by the following methods:
Maximum U-factors, C-factors or F-factors for the entire assembly
Minimum rated R values of insulation
Exception: For multiple assemblies within a single class of
construction for a single conditioning space, weighed average can be
used.
20. ASHRAE 90.1 PRESCRIPTIVE OPAQUE AREAS
20
Components
Zone 5
Non-Residential Residential Semi-Heated
U factor R value U factor R value U factor R value
Roof - insulation above
deck
0.048
(R20.8)
20.0c.i. 0.048
(R20.8)
20.0c.i. 0.119
(R8.4)
7.6c.i.
Roof - Attic 0.027
(R37.0)
38.0 0.027
(R37.0)
38.0 0.053
(R18.9)
19.0
Walls - Mass 0.090
(R11.1)
11.4c.i. 0.080
(R12.5)
13.3c.i. 0.151
(R6.6)
5.7c.i.
Walls - Steel framed 0.064
(R15.6)
13.0+7.5c.i. 0.064
(R15.6)
13.0+7.5c.i. 0.124
(R8.1)
13.0
Walls - Wood framed 0.064
(R15.6)
13.0+3.8c.i. 0.051
(R19.6)
13.0+7.5c.i. 0.089
(R11.2)
13.0
21. ASHRAE 90.1 PRESCRIPTIVE - OPAQUE AREAS
21
SO THAT MEANS:
If there is more than nails or screws going through the
insulation, it is not continuous
If there are studs, girts, clips, even brick ties they need
to be accounted for.
This can be done by calculating the effective U (or R)
values of these assemblies
22. ASHRAE 90.1 PRESCRIPTIVE - OPAQUE AREAS
22
NOMINAL R VALUES
Rated R values which do not
take into account framing or
other element interrupting
the insulation
vs. EFFECTIVE R VALUES
Calculated R
values which
allows for the
impact of
thermal bridges
25. ASHRAE 90.1 PRESCRIPTIVE - OPAQUE AREAS
25
Components
Residential
R values
Zone 4 Zone 5 Zone 6 Zone 7 Zone 8
Roof - insulation
above deck
20.0c.i. 20.0c.i. 20.0c.i. 20.0c.i. 20.0c.i.
Roof - Attic 38.0 38.0 38.0 38.0 49.0
Walls - Mass 11.4c.i. 13.3c.i. 15.2c.i. 15.2c.i. 25.0c.i.
Walls - Steel framed 13.0+7.5c.i. 13.0+7.5c.i. 13.0+7.5c.i. 13.0+15.6c.i. 13.0+18.8c.i.
Walls - Wood
framed
13.0+3.8c.i. 13.0+7.5c.i. 13.0+7.5c.i. 13.0+7.5c.i. 13.0+15.6c.i.
26. ASHRAE 90.1 PRESCRIPTIVE - FENESTRATION
Windows <40% of gross wall area and Skylights <5% gross roof area
26
All fenestration compliance
shall be demonstrated
through meeting:
• U factor no greater than the
prescriptive requirements
• SHGC no greater than the
prescriptive requirements
If there are multiple assemblies, compliance shall be based on an area-weighted
average U-factor or SHGC (for a single space-conditioning and
within a single class of construction).
The SHGC can be reduced using a multiplier when a permanent projection
provides shading for the window
27. ASHRAE 90.1 PRESCRIPTIVE - FENESTRATION
27
Components
Zone 5
Residential Non-Residential Semi-Heated
U factor SHGC U factor SHGC U factor SHGC
Non-Metal Framing 0.35
0.40 for
all
0.35
0.40 for
all
1.20
0.40 for
all
Metal Framing (curtain
wall and storefront) 0.45 0.45 1.20
Metal Framing (entrance
doors) 0.80 0.80 1.20
Metal Framing (operable
and fixed windows, non-entrance
doors) 0.55 0.55 1.20
Skylight (glass,
without curb)
0-2%
0.69
0.49
0.69
0.49
1.36
NR
2-5% 0.39 0.39 NR
28. ASHRAE 90.1 TRADE-OFF
28
The trade-off method allows greater flexibility when some of the building envelope
components are not meeting:
• The basic requirements for the Prescriptive method (e.g. > 40% window
to wall ratio and/or >5% skylight to roof ratio)
• The prescriptive R or U values
• Trade-offs are made between any building envelope components
(but just building envelope component)
• It implies that some of the building envelope components exceed
the minimum requirements
• Schedules of operation, lighting power, equipment power, occupant
density, and mechanical systems need to be the same for both the
proposed building and the base building
29. ASHRAE 90.1 TRADE-OFF
29
THE BUILDING ENVELOPE COMPLIES WHEN:
Envelope performance
factor of proposed building
Envelope performance
factor of base building ≤
The base building is a building that has 40% fenestration
to gross wall area and for which all BE components meet
the prescriptive minimum U value
The envelope performance factor is calculated using the
information contained in normative appendix C
30. ASHRAE 90.1 TRADE-OFF
30
Need to :
Do take-offs for all the different BE
components i.e. floor, roof, wall and
fenestration assemblies for every
space-conditioning category and
every orientation.
Evaluate the U values of each
component including SHGC and VT
for fenestration.
Enter all the numbers into a series
of equations that you can find in
normative Appendix C*.
COMcheck * (Now has Canadian climate data).
Axis – Raymond Letkeman Architects
35. NECB - MANDATORY PROVISIONS
35
NO SPECIFIC
MANDATORY
PROVISIONS
But more specific than ASHRAE
on how to deal with effect of
structural members that may
partially and completely
penetrate the envelope
In the
prescriptive
requirements, we
find that :
Insulation should be installed in a manner that avoids
affecting its R value (convection, wetting, etc.).
Insulation value required depends on zone, assembly
(wall, roof or floor) and location (above or below
grade or spaces heated to different temperature)
Air leakage should be controlled, including at
fenestration and doors, which have limits of air
leakage allowable
A vestibule is likely required
36. NECB - PRESCRIPTIVE METHOD
THE PRESCRIPTIVE
METHOD CAN ONLY
36
BE USED IF:
FDWR ≤ 0.40 for HDD < 4000
FDWR ≤(2000- 0.2*HDD)
3000
for 4000 ≤ HDD ≤ 7000
FDWR ≤ 0.20 for HDD > 7000
&
The skylight fenestration ≤
5% of gross roof area
37. NECB - THERMAL BRIDGING
THERMAL BRIDGING
37
CREATED BY
STRUCTURAL
MEMBERS
The thermal bridging effect of closely spaced
repetitive structural members (e.g. studs) and of
ancillary members (e.g. sill and plates) should be
taken into account.
The thermal bridging of major structural elements
that are parallel to the building envelope can be
ignored, provided that they do not increase the
thermal transmittance to more than twice than
permitted.
The thermal bridging of major structural elements
that must penetrate the building envelope need
not be taken into account, provided that the sum of
the areas is less than 2% of the above ground
building envelope.
Service equipment, shelf angle, ties and associate fasteners as well as minor
structural members need not be taken into account!!!
39. NECB PRESCRIPTIVEWALLS ABOVE GRADE
No difference between residential
and non-residential
No difference between the different
type of construction
39
Assemblies
Any Occupancy
R values (effective)
Zone 4 Zone 5 Zone 6 Zone 7 Zone 8
Walls 18 20.4 23 27 31
Roofs 25 31 31 35 40
Floors 25 31 31 35 40
Walls - mass 11.4
Walls - steel framed 15.6
Walls - wood framed 19.6
Roofs - insulation above 20.8
Roofs - attic 37.0
40. NECB PRESCRIPTIVE FENESTRATION AND DOORS
40
Components
U values (effective)
Zone 4 Zone 5 Zone 6 Zone 7 Zone 8
All Fenestration 0.42 0.39 0.39 0.39 0.28
All Doors 0.42 0.39 0.39 0.39 0.28
No difference between residential and non-residential
No difference between the different type of assemblies
No SHGC requirements
Exceptions:
Skylights that represent < 2% of gross roof area can have a
thermal transmittance of no more than 0.60
Doors that represent < 2% of gross wall area can have a
thermal transmittance of no more than 0.77
Non-metal 0.35
Metal framing (CW) 0.45
Metal framing (others) 0.55
Entrance doors 0.80
Skylights 0.58
42. NECB - TRADE-OFF METHODS
42
THERE ARE 2 TRADE-OFF PATHS:
Simple trade-off
calculations
Detailed trade-off path
Proposed Bldg
Envelope
Annual Energy
Consumption
Reference Bldg
Envelope energy
target
≤
Calculation are done using an energy
model with set requirements
≤
Proposed building
Reference building
43. NECB - DETAILED TRADE-OFF METHOD
THE DETAILED
METHOD
CONSISTS OF:
43
Same building size and shape, roof slope, and
building orientation for the proposed and
reference building
Same assumptions for space heating and cooling
Allowable fenestration and door areas in the
proposed building can be varied, while it is set per
the prescriptive requirements in the reference
building
Take into account thermal mass and SHGC
Air leakage and solar absorbance cannot be varied
44. COMPARISON OF 2 STANDARDS
44
ASHRAE 90.1 2010 NECB 2011
Mandatory
requirements
Yes, for all methods Not for energy modeling
Prescriptive
requirements
Generally less
demanding R values
Stringent, specific
• Framing Take into account Take into account
• Structure Not clear Specific (if this then…)
• Cladding attachments Take into account Some can be ignored
• Service penetrations Ignore Specific (if this then…)
• Walls More categories Less categories
• Fenestration & doors More categories Less categories
Trade-off methods Complex, no benefit if
FDWR <40%
Simple or software
Benefit if FDWR <40%
45. OVERALL
45
Prescriptive method, for
either standard, is for
simpler buildings
Trade-off method may get you the
desired result, but cannot do
anything for you when most of the
BE components are below
46. CONCLUSION REGARDING THE STANDARDS
Wood frame is well suited for prescriptive but:
46
New standards will generally require exterior insulation to meet the
max U-factor with 2x6 residential
Only zone 4 in ASHRAE (but not in NEBC) could do without exterior
insulation in residential
For non-combustible building, the prescriptive method is not a likely
candidate
This is especially true for exposed concrete tower and buildings with
high window/wall ratio
Exterior insulated assemblies can probably meet it but structure
penetrating through (balcony slabs, parapet, etc.) need to be taken into
account
The trade-off methods is an option
NECB simplified is the easiest but not necessarily best
You need to have something to trade off with
Glazing ratio has the biggest impact and it is hard to make up for it with
insulation
49. ACCEPTABLE CALCULATION METHODS
49
Construction Classes
Testing or
Modeling
Series
calculation
method
Parallel path
calculation
method
Isothermal
planes
method
Roofs
Insulation above deck P P
Attic (wood joists) P P
Attic (steel joists) P P
Walls
Mass P P
Steel framed P P
Wood framed P P
50. WHERE TO FIND INFORMATION
50
Resource material
ASHRAE 90.1
Appendix A
56. 3D MODELING
Time-transient dynamic 3D heat
56
transfer model that is capable of
accurately modeling:
Complex geometries
Radiation through air spaces
Radiation to the interior and
exterior space
Conduction of small areas of highly
thermal conductive materials
through larger areas of highly
insulating materials
Calibrate the model using existing lab
testing
60. EFFECT OF THERMAL BRIDGING IN 3D
60
NECB 2011
ASHRAE 90.1
2010
* Assembly does not include
any interior insulation but the
wall cavity and different
materials offer additional
insulating value.
*
68. BE THERMAL BRIDGING GUIDE
ASHRAE 90.1 does not
68
address major thermal
bridges such as slab
edges, shelf angles,
parapets, flashings at
window perimeters, etc.
In practice, these details
are largely overlooked.
69. WHAT IS THE GUIDE
69
Started with AHSRAE 1635RP project
when linear transmittance got
introduced to North America
BE Thermal Guide looked at over 400
details familiar to the BC MURB market
including:
70. CONCEPTUAL LEAP
70
Types of Transmittances
Clear Field Linear Point
o U
psi chi
72. OVERVIEW OF THE GUIDE
72
Introduction
Part 1 Building Envelope Thermal Analysis
(BETA) Guide
Part 2 Energy and Cost Analysis
Part 3 Significance, Insights, and Next Steps
Appendix A Material Data Catalogue
Appendix B Thermal Data Catalogue
Appendix C Energy Modeling Analysis and Results
Appendix D Construction Costs
Appendix E Cost Benefit Analysis
75. HOW MUCH EXTRA LOST CAN DETAILS ADD?
Standard 90.1 Prescriptive Requirements for Zone 5 Non-
75
Residential
Mass Wall, U-0.090 or R-11.4 ci
Steel-Framed Wall, U-0.064 or R-13 + R-7.5 ci
Mass wall with R-12 insulation inboard Steel stud with R-10 exterior insulation and horizontal
girts at 24”o.c and R-12 in the stud cavity
76. EXAMPLE BUILDING
Mass Concrete Wall
76
Exposed concrete slab
Un-insulated concrete parapet
Punched window in concrete
opening
Steel-Framed Wall
Exterior insulated structural steel
floor intersection
Insulated steel stud parapet
Punched window in steel stud
opening with perimeter flashing
10 floors
20% glazing
No Balconies
Standard details
77. IMPACT OF DETAILS
Transmittance Type
77
Mass Concrete Wall Exterior Insulated Steel Stud
Heat Loss
(BTU/hr oF)
% of Total
Heat Loss
(BTU/hr oF)
% of Total
Clear Wall 118 52 % 98 67 %
Slab 92 40% 24 17 %
Parapet 9 4% 4 3 %
Window transition 8 4% 19 13 %
Total 227 100 % 145 100 %
79. IMPACT OF DETAILS
79
0.14
0.12
0.1
0.08
0.06
0.04
0.02
0
Additional Contribution to Space Heating Energy (GJ/m2 of Floor Area)
Clear Wall Only Including Poor Details Including Efficient Details
Details can
have a
greater
impact
More
Insulation is
not the silver
bullet
80. CONCLUSION
Details such as slab
80
penetration are easy to
account for in calculation
Codes do not yet take into
account details such as
window transitions
It will likely become
increasingly more difficult to
ignore thermal bridging at
intersections of assemblies
Move beyond simply adding
“more insulation”
81. MORRISON HERSHFIELD
CORPORATE PROFILE
PRESENTER AND CONTACT
SOPHIE MERCIER, P.ENG.
smercier@morrisonhershfield.com
604.454.2020
82. CORPORATE OVERVIEW
Established in 1946
MHGI = MHL + MHC
Technical divisions
16 offices across North America
Over 750 employees
Our Vision
To be the first call for engineering
solutions that make a difference
82
83. MORRISON HERSHFIELD GROUP INC.
83
Morrison Hershfield Limited
Canada (580 staff)
Technical Divisions:
Buildings & Facilities
Infrastructure & Transportation
Industrial
Offices:
Vancouver, Victoria & Nanaimo, BC
Calgary and Edmonton AB
Toronto, Burlington and
Ottawa ON
St. John’s, NL
84. MORRISON HERSHFIELD GROUP INC.
Morrison Hershfield Corporation
84
USA (120 staff)
Technical Divisions:
Telecommunications
Buildings & Facilities
Offices:
Atlanta GA
San Francisco CA
Portland and Seattle OR
Fort Lauderdale FL
Raleigh NC
85. DIVISIONAL PROFILE - CANADA
85
Infrastructure & Transportation
Roads & Highways
Rail & Transit
Transportation Structures
Airport Development
Water & Wastewater
Buildings & Facilities
Building Envelope
Mechanical / Electrical / Structural
Design
Fire Protection & Life Safety
Facility Assessment
LEED & Sustainability
Life Sciences
Industrial
Telecommunications
Data Centers
Oil & Gas
Power
Forestry
Integrated
Multi-Disciplinary Bundles
Public Private Partnerships
(MHP)
Public Sector Projects
Private Sector Projects
Asset / Facility Managers
Green / Sustainability (MH
Green)
Energy
Water and Wastewater
86. BUILDINGS & FACILTIIES
Building Envelope
Condition Assessments / Testing
Failure Analysis
Design Development, New & Remedial
Research & Development
Investigation of Materials & Systems Performance
Expert Engineering Advice
Facility Assessment & Management Planning
Facility Condition Reviews & Technical Audits
Maintenance Plans & Reserve Funds
Due Diligence Evaluations
Life Sciences
Laboratories, Pharmaceutical, Vivaria
Healthcare and Wellness
LEED & Sustainability
LEED Consulting
Life Expectancy / Life Cycle Analysis
Materials / Equipment Selection
Design Review & Analysis
86
Mechanical / Electrical / Structural Design
Concept, Detailed Design
Condition Assessments
Building Automation
Electrical Cogeneration
Utilities Master Plans
Project Procurement / Tender Support
Energy Management
Fire Protection & Life Safety
Fire Protection Systems Design
Code Consulting
Plan Reviews & Inspections
Hazard Evaluations
87. TRANSPORTATION
Roads & Highways
Feasibility & Conceptual Design Studies
Functional Planning & Detailed Design
Traffic Modeling and Demand Forecasting
Environmental Assessments and Public Consultation
Construction Administration & Supervision
Rail & Transit
Planning & Development
Implementation & Operations
Detailed Design
Construction Management
Airport Development
Area Development Planning & Feasibility Studies
Contract Administration & Construction Supervision
Testing & Commissioning
Renewals Planning
87
Transportation Structures
Conceptual, Preliminary & Detailed Design
Restoration, Rehabilitation & Repair
Cost / Benefit, Life Cycle & Constructability Analysis
Bridge Inspections and Condition Surveys
Contract Administration & Construction Inspection
88. INFRASTRUCTURE
88
Water & Waste Water
Feasibility Studies, Pre-Design & Detailed Design
Plant System Improvements
Resident engineering
Quality Control & Commissioning
Land Development
Residential, Industrial and Commercial
Institutional
Golf Course Engineering
Resort Development Engineering
Environment
Environmental Planning
Natural Sciences
89. INDUSTRIAL
89
Telecom
Wireless
Wireline
Cable
Broadcast
Private Radio
Data Centers
Internet Data Centers
Enterprise Data Centers
Municipalities, Universities,
Schools & Health Care
Oil & Gas
Oil Sands
Refineries
Petrochemical Plants
Secondary Manufacturing
Facilities
Specialty Service Complexes
Power
Primary Generation & Cogeneration
Plants
Distributed Power Generation
Overhead & Underground Power
Distribution
Switch Gear & Transformer Yard
Development
Forestry
Log Yards, Green Lumber &
Finished Lumber Yards
OSB Mills
Pulp Mills
Saw Mills
Specialty Facilities
90. SUSTAINABILITY
The Challenge
Sustainability is a top priority. Our collective challenge is to
significantly reduce our impact on the local and global environment and
begin to rebuild our natural capital in an economically and socially
responsible manner.
Our Commitment
To help clients understand
their environmental challenges
and to incorporate sustainable
design solutions to help them
meet these challenges.
90
I am Sophie…
A little bit of house keep to start:
AIBC Credit sign in sheet
3hr session, 2 breaks
Washroom
Cellphone
Now with the program… read the slide
So why are we talking about energy standards today.
Because they are part of the Code and as professionals we have to make sure they are being met
Reference in the Code is found under part 10
And It is in schedule B that you are signing for it
The snap shot of the schedule here shows the envelope requirement,
but there is a similar requirement for the mechanical and electrical.
Sentence (2) If a building is less than 5 storeys in building height,the parts of the building that are classified as Group C major occupancies shall be provided with thermal insulation that conforms to Table 10.2.1.1.
Sentence (4) Buildings or parts of buildings described in Sentence 1.3.3.3.(1), Division A, that are not Group C major occupancies, shall be provided with thermal insulation between heated and unheated space, the exterior air and exterior soil in conformance with Table 10.2.1.1.B.
These requirements will be found in a new section: 9.36. Energy Efficiency. This section will replace the insulation tables in Part 10, but the water efficiency requirements in Part 10 will remain in effect. Existing section 9.36. Secondary Suites will be renumbered as 9.37. Secondary Suites.
We are providing a PDF of the new section 9.36. Eneregy Efficiency to allow Building Code users to become familiar with the requirements before December 19th, 2014.
So why are we talking about energy standards today.
Because they are part of the Code and as professionals we have to make sure they are being met
Reference in the Code is found under part 10
And It is in schedule B that you are signing for it
The snap shot of the schedule here shows the envelope requirement,
but there is a similar requirement for the mechanical and electrical.
Sentence (2) If a building is less than 5 storeys in building height,the parts of the building that are classified as Group C major occupancies shall be provided with thermal insulation that conforms to Table 10.2.1.1.
Sentence (4) Buildings or parts of buildings described in Sentence 1.3.3.3.(1), Division A, that are not Group C major occupancies, shall be provided with thermal insulation between heated and unheated space, the exterior air and exterior soil in conformance with Table 10.2.1.1.B.
These requirements will be found in a new section: 9.36. Energy Efficiency. This section will replace the insulation tables in Part 10, but the water efficiency requirements in Part 10 will remain in effect. Existing section 9.36. Secondary Suites will be renumbered as 9.37. Secondary Suites.
We are providing a PDF of the new section 9.36. Eneregy Efficiency to allow Building Code users to become familiar with the requirements before December 19th, 2014.
If we look at the adoption of standards in Codes
BCBC adopted ASHRAE in 2008, and up to now it is the 2004 version that has been in the Code
ASHRAE has been in VBBL for more than a decade and the version we have been dealing with in the last few year is 2007
NECB (or MNECB 1997) has not been part of Codes in BC,
LEED, not BC codes, is where there is a reference to MNECB
It is also interesting to note that the City of Vancouver has recently started collecting compliance documentation for ASHREA.
This is something I believe the province is also working on.
Read the slide
Continuous maintenance means that there can be updates in between versions, and that new versions come out regularly
Applies to new buildings, addition to existing buildings, alterations to existing building, replacements of portions of existing building
With ASHRAE, there are 3 alternative paths for compliance
1-prescriptive
2-Trade-off
3-Energy cost budget which is the Whole Building energy modeling approach
All 3 methods require that the mandatory provisions be fulfill
Prescriptive path and Trade off methods involves many different building systems and
If this path is chosen, all the building systems listed here need to meet the prescriptively requirement of their respective parts
This means that all these professionals need to work together to achieve compliance and there is a need for someone coordinating the process,
Ultimately, if EVEN one of the building systems listed cannot meet the prescriptive requirements,
than NONE of them can go that route and the Energy cost budget path needs to be taken.
Looking at the evolution of ASHRAE, if we were to consider the 2004 version as the base line,
Although mechanical and electrical system have been evolving every version
most of the building envelope changes happened with the 2007 version
The suggested BE changes that were put forward for 2010 version actually got defeated
My understanding is that the Goal for 2010 was to achieve 30% energy saving over 2004
But I believe that without the increase of the BE requirements going into 2010, it is falling a little bit short on that
NECB is a Canadian Standard,
It was developed by Natural Resources Canada and National research Council for Canada
The latest version of this standard was in 1997, and it was called the Model National Energy Code
LEED v4 will be a US version only though some Canadian adaptations will be accepted by USGBC. ASHRAE 2010 is the version used in LEED v4. NECB 2011 will likely be accepted as an equivalent, with some modifications. It will be announced in 3 weeks at the CaGBC conference.
People will HAVE to use v4 as of June 2015 in Canada. But they could do so earlier.
Like in ASHREA, Compliance can be achieve through 3 alternative paths
1-prescriptive
2-Trade-off methods (here there is 2 a simple method and a detailed one)
3-Energy simulation
Again, just like AHSRAE, if the prescriptive path is desired, than all the building system needs to meet it
If even one cannot, than the prescriptive path cannot be use for any of them
ASHREA has a list of Cities with there zones, only when a city is not listed you should look at weather data to establish the HHD
NECB states that the Climatic values are established by the Authorities having jurisdiction, or in the absence of such, we should be using what is in the Code
The funny part about that is that in the lower mainland we are on the at the upper limit of zone 4 and that when you start going up the hills you are in Zone 5 What about the rest of BC?
A lot of the municipalities in ASHRAE are listed as Zone 5 including Nanaimo, Victoria, Vancouver and New West
One of the distinction with ASHRAE is the determination of the zone as Humid (A), Dry (B) and Marine (C), which from an envelope perspective doesn’t make a difference because we still have the same U value requirements. But they may make a difference from an mechanical or energy modeling perspective
NECB is defined by degree days and broken into 1000 heating degree-day increments. (A heating degree day (HDD) is defined as the number of days the outside temperature is below the indoor set point temperature; for standard room temperatures these are defined in the building codes under climatic data.)ASHRAE uses a more complex system to define climate zones, intended to include heating, cooling, solar angle and latent loads. Climate zones for Canada are defined in Appendix B (Table B-2.)
In both compliance paths the building performance requirements are defined by the climate zone, and in one location the requirements in one standard might be more stringent than in the other. For example, Victoria is ASHRAE zone 5c and NECB zone 4, while Nanaimo, which is 100 kilometres away, is ASHRAE Zone 5c but NECB zone 5. Therefore, when deciding which path to follow the climate zone must be reviewed.
So let’s start with ASHRAE
Again, we will be focusing here on the envelope section of the standard
And we will look at the prescriptive and trade-off method only
The energy cost budget method is covered under a different traning which will be given by my colleague Christian Cianfrone (On ???)
If we look at the compliance paths again we see that regardless of the path chosen
Whether it is the Prescriptive path, the BE trade-off option or the Energy Cost budget method, one need to meet the mandatory provisions
Then there is the submittals section which is in essence the compliance documentation that you are currently required to submit to the City
Like I mentioned earlier, The province is also working on something
But the bottom line is, the forms are there, they are helpful tools to make sure every is addressed properly, they should be used
The mandatory provisions form part of the Compliance Documentations, (the form looks different than the 2007 or 2004 version but it is more or less the same)
To be able to meet these provisions, attention should be given to every single one of them at an early stage.
A lot of this information should actually be incorporated in the specifications
Insulation needs to be…
Air leakage refers to the selection and construction of the air barrier - this is part of the code already (part 5). AB needs to be Continuous, to be structurally supported and to consist of appropriate materials
Air leakage rate are limited for glazing assemblies and doors. In general NAFS is more demanding but I encourage you to verify the requirements. Typical window is 0.2 cfm/ft2 at 75Pa in ASHREA and 0.1 in NAFS.
And in Vancouver, and anywhere else in BC, you need a vestibule unless you meet one of the exceptions listed (among them size of lobby or using a revolving doors)
Finally, when we are talking of U values for windows, they are the values that are determined, certified and labeled in accordance with NFRC
The NFRC values are for specific window sizes
Mandatory requirements are certainly something you want to include in your specifications and design documents (Air barrier!)
You will want to include the performance requirements for pre-fabricated assemblies (especially windows and Doors) that would include, U Values, SHGC and the air leakage limits
There might be other standard that need to be addressed, NAFS being one of them when it comes to air leakage
In general NAFS is more demanding but I encourage you to verify the requirements. Typical window is 0.2 cfm/ft2 at 75Pa in ASHREA and 0.1 in NAFS.
So 1st, lets look at the prescriptive approach… Read the slides
That is for each space conditioning category (Residential, Non-Residential and semi-heated)
Does that look like anything typical that is being built in downtown Vancouver? Glazing proportion of you typical downtown high-rise is probably over 70%
So not only these 2 conditions need to be met but
Then all components (opaque wall and roof areas, fenestration, skylight and doors) need to meet the Rvalues listed in the prescriptive tables
Note that Spandrel in glazing is considered an opaque wall assembly and
we will see in later why spandrels are a “no go” for the prescriptive method
To be able to determine the Rvalue requirements, the environmental separations need to be understood
The lines in dark gray are typical exterior building envelope and would need to meet the full Rvalue requirement either under the residential or non-residential categories
That would be for example between a conditioned space and the exterior or between a conditioned space and a ventilated space
The light grey line defines walls that would have to meet the requirements of a semi-heated space
That would be for example between a conditioned space and a semi-conditioned space or an unconditioned space, or between a Semi-heated space and the exterior
Read the first sentence… click
Zones are defined in Appendix B of the standard (The zone are defined by the HDD and the ABC refers to the type of climate, in this case C is marine climate)
Each one of the space conditioning categories are listed at the top of the table… here click
Read the second part of the slide
Maximum U Factor is in essence the effective thermal résistance of the assembly, including air films, or if you take 1/U it becomes the effective Rvalue
Minimum Rated Rvalue of insulation is for the thermal resistance of the insulation only whether in the framing cavities or installed as continuous insulation inboard or outboard of the framing
There is quite a number of these tables and the idea today is not to go over them but to give you an understanding of what information is available and where you can find it
There is a possibility within the standard prescriptive method, it is that …. Read exception
These are some of the values that can be found in the standard for some components when constructed in Zone 5
Inverted or conventional roof assemblies are fairly simple as typically we find continuous insulation on these roofs and that is what is in the table (the c.i. is for continuous insulation)
Attics, typically wood frame , would require R38 insulation between rafters
Mass Wall at .09 is an effective Rvalue of R11.1 (why is it lower than the continuous insulation ???)
Steel studs at .064 is an effective Rvalue of R15.6, or from a nominal value approach we are looking at R13 batt within the 3 5/8” steel studs and 1 ½” of continuous rigid insulation
But what do they mean by continuous insulation…
Just read the slide
Nominal R values…
Effective R values…
For e.g. R-20 Batt in 6”SS is about R9
R-20 Batt in 6” wood studs is about R16
There are tables in the appendix A that help you with determining the U values
For example here we have the Ufactors for steel stud assemblies,
but there are a numbers of other tables for other types of assemblies
We should remember that good practice for steed stud assemblies is to have at least ¼ of the insulation outboard , this for durability purposes.
So using the base wall assembly shouldn’t really be an option
Looking at the table above, it looks like to have a value < 0.064 (which is required for SS assemblies in residential or non-residential buildings in zone 4 et zone 5) we are looking at 1 to 2” of insulation depending on the type
But then again, this is not considering Z girts or clips.
If the assemblies are substantially different that what is in the table they can always be calculated
We will look at that later in the presentation
This is the Ufactors for wood stud assemblies,
Looking at the table above, it looks like to have a value < 0.051 (which is required for wood assemblies in residential buildings zone 5) we are looking at 1inch of insulation depending on the type
Looks like exterior insulation is required … Click
Zone 4 (R<0.064) is the only one that can have insulation installed only within the stud space
A lot of people ask if they were to use 2 part spray foam if they would meet the requirement of .051… yes but why would you. It is very expensive, 3 passes.
Check the Values!!! Why are the changes happening like they do??? Why 15.6 or 18.8, why does the roof ext ins doesn’t change
All I have put here for comparison are the Minimum rated R values of insulation for different components per Zone fro a residential building
Zone 5: Vancouver, Victoria, Penticton and Kamloops
Zone 6: Prince Rupert
Zone 7: Prince George
Zone 8: Ft Nelson
Go through the numbers one per one
Obviously there are more components than this, for example there are values for floors, below grade walls and slab on grade,
And I have kind of ignored the Structural steel buildings which are also in the tables
Now looking at Fenestration, and remembering that we are dealing here with a building that has less the 40% window to wall ratio and less than 5% skylight to roof ratio
Than all fenestration needs to meet a minimum U factor and solar Heat Gain Coefficient
Read the 2 arrows
So if we look at the Vancouver region (zone 5) , the fenestration need to meet the following values
Read the table
For e.g. window-wall with a good low-e coating, argon and warm edge spacers can meet values below 0.40
A vinyl window with the same sealed unit with be below 0.32
Curtain wall , and espescially storefront, can vary greatly depending on if it is a structural silicone CW or the type of thermal break it incorporate, but 0.45 can be met with the right selection
More tables can be found in the standard for the different zones,
So now that we have reviewed the prescriptive path, we have found out that it is somewhat restrictive
The trade-off method allow more flexibility
Often buildings have fenestration that exceed the 40%, that is especially through in Vancouver!!!
Or some of the building envelope components do not quite meet the minimum R value required through the prescriptive path
That is when the trade-off method may come in handy, as oppose to having to do the whole energy modeling
But it needs to be understood that the trade-offs only happen between BE components,
And to be successful, some of the BE components will have the exceed the minimum requirements to compensate for what doesn’t.
Read the slide
To demonstrate compliance using the trade-off method, in broad terms you need to:
Do take offs
And numbers in equations
Software ENVStd Was not updated with the latest version of ashrae, and COMcheck does not include Canadian climate data …so these calculations now need to be done by hand
Or if you are like me and you glaze over at the sight of an equation, than you ask someone that has more patience than you to do it
One thing that the trade-off method does is determine the Daylighting potential using the VT. A benefit will result when the glazing used in the proposed building has a high VT.
The VT is not taken into account with the prescriptive method
Easy interface, Read the user guide on how to define areas
There is also in there a good database of values for fenestration which links to NFRC
Much like AHREA, NECB puts a certain limit on the fenestration
The limit on the vertical fenestration varies depending on the HDDFDWR is the vertical fenestration and doors to wall area ratio
It shows that up north, where it is very cold, like in Ft. Nelson if I remember well, the FDWR is limited to 20%
Here in the lowermainland we are still looking at 40%
The Skylight limitation is th Same as ASHRAE, i.e. 5%
But NECB is more prescriptive than that!!
The reason why the penetrations can be ignored to a certain degree in the effective R value calculation is that there are very prescriptive requirements on how to deal with these penetrations, for example:
1. Where an interior wall penetrates an exterior wall and breaks the continuity of the building envelope it should be insulated on both sides (inward or outward) to 4 times the un-insulated thickness of the penetrating wall.
So If we have a inside concrete wall that connects to an exposed exterior concrete wall and breaks the insulation, this wall needs to be insulated inward (if it is an 8” wall e.g.) for up to 32” with the same insulation that is on the exterior wall.
Similar accommodation has to be made if that wall goes through the roof insulation, think about a planter wall for example
2. In another situation, where building envelope assembly in the same plane intersect but their insulation do not, one of the two insulation need to extend beyond the other one by at least 4 times the distance separating the two insulation.
AS far as the salb is concerned, remember that you can igore it if it is less than 2% but otherwise you need to consider it
OK ASHREA is in Imperial, NECB is in metric , For easier comparison I converted all the numbers in imperial R values (metric U/5.678 = imperial U and R = 1/U)
The table above applies to all types of construction it doesn’t whether the building is residential or not, or whether the walls are mass walls, steels studs or wood frame construction,
As a comparison, ASHRAE for zone 5 residential requires the following effective R value for the walls …click And for the roofs … click
We can see that NECB is more stringent for the walls, and somewhere in the middle for the roof
Still R31 would require about 6inches of continuous rigid insulation above the deck, 2” or 1/3 more than what would be required by ASHRAE
The table above applies to all fenestration and doors, regardless if it is a residential or non-residential building or if it is a metal, wood or vinyl window.
There are a few exception as noted
There is no SHGC requirements
When comparing to ASHRAE… CLICK
We see that NECB is more stringent, at least with the metal framed windows, including curtain wall and storefront,
And if the proportion of skylight is between 2% and 5%
But how does this compare to the Energy efficiency act
Metal 0.45
Non-metal 0.35
ASHRAE as a category for semi-heated space in their table.
With NECB, the insulating value depends on the delta in temperature between the two spaces
What is a model that conform to ASHRAE 140???
Read
In other word it is a simplified energy model that doesn’t trade with the mechanical and electrical systems
If above 40% cannot use prescriptive, but can use trade off (to a limit). That would still allow you to use prescriptive with other building systems. However if the prescriptive or trade-off method cannot be met, then you need to model your whole building, you cannot use prescriptive.
AND at the end of it, even the prescriptive method are fairly complex in the sense that they are open to interpretation as how to calculate R value to consider or ignore things that are not expressively in the prescriptive tables…
So to recap what we discussed in the standards,
So let’s start with ASHRAE
Again, we will be focusing here on the envelope section of the standard
And we will look at the prescriptive and trade-off method only
The energy cost budget method is covered under a different traning which will be given by my colleague Christian Cianfrone (On ???)
How is Thermal bridging typically evaluated?
Hand calculation for simple assemblies – clear wall
Lab Testing (hot Box) for standard assemblies (would be hard and expensive to test every iteration) - used to valid some results
Computer modeling - Current common methods use 2D programs such as THERM to calculate thermal bridging
Knowing material properties, it will give you the average heat loss (U-value) through the assembly in 2D
But this can only take you so far.
Probably your best Resource when it comes to U Factors (or effective R values) is thje Normative Appendix A in Ashrae 90.1
It contains R-values for certain buildign materials (although not that many)
But it especially contains a series of tables for different assemblies for which the r value are already calculated
Concrete with 1” of rigid is 0.157 or R=6.36
Looking at the previous table for a 6” steel stud with BATT we are looking at about R15
It also give you the possibility to used area-weighted average as long as the assemblies have similar thermal mass or walls of same class and construction
The area-weighted average U-Factor is based on different U-factor for each of these assemblies which is averaged over their length.
If we are considering the prescriptive method for mass wall the requirement is U 0.080 for a residential building (or an effective R value of 12.5), the 7.3 does meet that.
Ok so if we are using the area weighted average to characterize thermal bridges, Are we really getting what is happening in real life
That is easy for clear wall assemblies, and comparisons, but how do you deal with slabs and parapets and other types of anomalies
The reality is that the effect of thermal bridge goes beyond the little portion of slab I showed you doing the area weighted average calculation
Sometime the effect of the thermal bridge can affect area 1 to 2 m away from the anomaly, depending on how conductive the material penetrating the envelope is
So the answer to that can only be to look at it in 3D
3D modeling is done using Finite element analysis
It can deal with … read the points
An the good thing about 3D model, is that it can be very accurate.
Projects we have done developeing some of this has shown vey good relationship with result of Lab tests
So with this in mind, lets look at the typical lower mainland construction
Wood frame is fairly easy, non-combustible construction however is more complicated in part because of:
-the conductivity of steel
-the way the are often built – think about exposed concrete and
The amount of thermal bridges is significant and a lot of the details don’t easily conform to the prescriptive approach of either standards
The type of details we are finding on concrete towers are pretty much like this
Window wall and interior insulated concrete
And now that we are seeing more and more exterior insulated construction
Sub-girts, and the likes, still having the deal with the slabs in one way or another
-how much heat are we loosing through a girt at the slab vs a girt at the steel stud?
But how do you deal with this in 2D
This graph shows the effective R-values of the previous steel stud assemblies for varying amount of exterior insulation, along with the minimum requirements from ASHRAE 90.1-2010 and NECB 2011
The straight light blue line here shows what ASHRAE says the value of the wall would be with continuous exterior insulation.
As you can see, with cladding attachments, the effective assembly U-values fall short of that to varying degrees.
This indicates that it may be very difficult to reach prescriptive requirements in most climate zones with solely exterior insulation.
You can see with the spray foam case, the stud cavity is much closer to the room temperature and the frame temp is lowered. So how does that relate in terms of thermal effectiveness?
Here you can see that adding an R-11 spray foam only, on average, adds about an R-4 to the assembly
This is understandable since there is just so much aluminum in a curtain wall system where heat can bypass the backpan and sprayfoam.
The next question designers have to consider is, with that much spray foam and only getting back R-4, is it financially worth it? In some cases, in order to meet code requirements, they may have to go that route.
I have presented 2 example aboev of results for assemblies using a finite element 3D model
Probably your best Resource when it comes to U Factors (or effective R values) is thje Normative Appendix A in Ashrae 90.1
It contains R-values for certain buildign materials (although not that many)
But it especially contains a series of tables for different assemblies for which the r value are already calculated
Offcial Launch Oct 16
So let’s start with ASHRAE
Again, we will be focusing here on the envelope section of the standard
And we will look at the prescriptive and trade-off method only
The energy cost budget method is covered under a different traning which will be given by my colleague Christian Cianfrone (On ???)