CSA S478 Guideline on
Durability in Buildings
David Kayll, FMA, P.Eng.
Principal, Building Science Specialist
MORRISON HERSHFIELD, Ottawa
May 8, 2014
The Durability Process
Take a deep breath…
2
1What Determines Durability?
 Durability is not a material property
 Durability is a function of a material
and its environment
 Durability is also a function of
installation, future maintenance
and replacements
3
Durability
1
Service Environment
4
Durability
Location &
Exposure
Interior
Loads
1
Required function(s) of:
5
Durability
That depends on whether we are
manufacturing open web joists or
underwear.” Ted Kesik
Buildings:
Institutional, Industrial, Commercial, Residential…
Materials:
“What’s better – steel or cotton?
Durable requires the Team to perform their roles and
responsibilities from Conception to Occupancy.
Roles & Responsibilities
The Roles need to be clearly
defined for each of the following:
 Owner(s)
 Architect
 Durability Specialist
 Building Envelop Consultant
 Structural Consultant
 Other Consultants
 General Contractor
 Sub-Contractors
 Manufacturers
1
7
A Durability Plan
Creating a Durability Plan
1
The CSA S478 guideline provides:
 Set of recommendations to assist designers
 Framework for durability targets
 Generic advice
 Model documents
 Appendix with expanded discussions
8
A Durability Plan
Tables, Design review, Field review
Sample MH Durability Plan
1
10
A Durability Plan
1
11
Service Life
Service Life:
 “The actual time during which the
building or any of its components
performs without unforeseen costs
or disruption for maintenance and
repair.” (CSA S478)
 Design Service Life (DSL) vs.
Predicted Service Life (PSL)
 Components will last for 10, 20, 30,
50, 100+ years?
1
12
Predicted Service Life
Historical Materials – We know these ones…
1
13
Predicted Service Life
Innovative Materials – Do we know these ones…???
14
Agents of Destruction
Agent Type
Moisture Solid (ice, snow)
Liquid (rain, condensation)
Gas (water vapour, humidity)
Air Constituents O2, CO2
Air Contaminants Oxides, particulates, sea spray
Ground constituents Sulphates and other salts, acids (from
decomposition of organic matter)
Ground contaminants Chemicals from spills and leaks,
chlorides from road salt, induced
electrical currents
Biological agents Microorganisms, insects, other
animals, plants
15
Agents of Destruction
Agent Type
Temperature Fluctuations
Solar radiation UV (ultraviolet radiation)
Incompatible
chemicals
Corrosion
Differential
movements
Between components (shrinkage
and swelling), within massive
materials (temperature gradient
response), creep/flow
Use or
exposure
Loading, abrasion, overloading
1
16
How To Predict Service Life?
How do we predict the service life of a material or assembly?
 PSL of components within assembly
(shortest outside, longest inside)
 Use many methods in parallel
 Some components will be less
 Some components will be more
1
17
How To Predict Service Life?
ISO 15686-1 Factor Method:
ESL = RSL x A x B x C x D x E x F x G
A. Quality of components as supplied to the project
B. Design level of a component (e.g. how protected it is from elements which may
degrade it)
C. Work execution level or skill level of the installers
D. Indoor environment (e.g. where the component will be utilized)
E. Outdoor environment (e.g. northern climate, coastal climate, southern climate)
F. In-use conditions (refers to specific use conditions of the building)
G. Maintenance level (what is the level of maintenance possible, and likely, for the
particular component for the span of its useful life?)
?
1
19
CSA S478 Method
 Engineering judgment
 Historical performance
 Chemical evaluation
 Modeling
 Performance testing
 Manufacturer’s estimates
Plus:
− Environmental conditions
− Installation
− Operating & Maintenance procedures
How To Predict Service Life?
1
Owner’s expectation of Design Service Life
 Ownership type
 Building use (present and future)
 Future land development
 Adaptability
20
A Durability Plan
How do you determine a building’s Design
Service Life?
1
21
A Durability Plan
Category DSL Examples
Temporary Up to 10 years * Non-permanent construction buildings (sales offices, bunkhouses)
* Temporary exhibition buildings
Medium Life 25 to 49 years * Most industrial buildings
* Most parking structures
Long Life 50 to 99 years * Most residential, commercial and office buildings
* Health and education buildings
* Parking structures below buildings designed for long life category
Permanent 100 years
minimum
* Monumental buildings
* Heritage buildings
Design and construct with the intent that:
Predicted Service Life ≥ Design Service Life
Table 2 in CSA S478
1
22
A Durability Plan
Category DSL Examples
Temporary Up to 10 years * Non-permanent construction buildings (sales offices, bunkhouses)
* Temporary exhibition buildings
Medium Life 25 to 49 years * Most industrial buildings
* Most parking structures
Long Life 50 to 99 years * Most residential, commercial and office buildings
* Health and education buildings
* Parking structures below buildings designed for long life category
Permanent 100 years
minimum
* Monumental buildings
* Heritage buildings
Design and construct with the intent that:
Predicted Service Life ≥ Design Service Life
Table 2 in CSA S478
1
Component DSL in accordance with Table 3 in CSA S478:
23
Service Life
Category Effects of failure Example
1 No exceptional problems Replacement of light fittings
2 Security compromised Broken door latch
3 Interruption of building use Repair requires discontinuation of service
4 Costly because repeated Window hardware replacement
5 Costly repair Extensive replacement/ scaffolding needed
6 Danger to health or ecological system Mold, dampness, asbestos
7 Risk of injury Loose handrail
8 Danger to life Collapse of structure
 Components in Categories 6, 7 and 8
– Design to last the life of the building
 Components in Categories 4 and 5
– Design to last at least half the life of the building
1Where:
Component(s)/Assembly DSL < Building DSL
24
A Durability Plan
What is “…readily replaced…”?
- Design and construct those component(s) and
assemblies so that they can be readily replaced.
1
25
A Durability Plan
DSL1
DSL3
DSL5
DSL4
DSL2
DSL6
General Rule: Shorter PSL outboard of longer PSL
26
A Durability Plan
Concept Design Review
 Review against the Owners
Project Requirements
 By someone not directly involved
in the main design functions.
 Could be separate specialist
 Document that Concept Design
Review was completed
1
27
A Durability Plan
1
28
A Durability Plan
1
29
A Durability Plan
Design Review
 Sufficient Building Envelope reviews are
required to demonstrate compliance with
good practice.
 Reviews include managing:
− Air leakage
− Vapour diffusion
− Heat transfer
− Water penetration
 Method may include:
− Marked-up drawings
− Letter report(s)
− Meeting minutes
1
30
A Durability Plan
Maintenance Requirements
Maintenance Requirements & expectations
developed during design:
 Appropriate material selection
(component by component)
 Frequency & Access of
Maintenance/Repair
(future costs); Initial Cost vs. LCC
 Risks associated with poor
maintenance
– Condos vs. Owner occupied
 Document Owner acceptance of
unusual decisions
Vs.
1
31
A Durability Plan
Maintenance Requirements
1
32
A Durability Plan
Commissioning the Building Envelope
BECx activities should be incorporated into
specifications. These may include:
 Testing requirements
(manufacturer or on-site)
 Shop drawing submittals
 Material submittals
 Material Compatibility Testing
 Mock-ups
 Manufacturer’s field reviews
 Sample removals/renewals
1
33
A Durability Plan
1
34
A Durability Plan
Quality Assurance makes sure you are
doing the right things, the right way.
Quality Control makes sure the results of
what you've done are what you expected.
Quality Management
Whose job is Quality?
35
A Durability Plan
Key for all projects:
 Sub-contractor’s workmanship & quality control
 Potential transition issues
 The contractor’s Quality Assurance activities
 The Architect’s or BEP’s Quality Review
activities
 The expected quality of installation
(assists in finalizing the PSLs)
 The roles and responsibilities of all team
members
Mock-ups
1
36
A Durability Plan
 To assess installation quality
control,
 Address “one-off” details
 Quality assurance activities are
documented.
 A final review is required to
confirm compliance with the
Project Documents.
 Frequency is dependent on
team make-up and
requirements
Periodic Site Review
1
37
A Durability Plan
1
38
A Durability Plan
 The Durability Plan must be endorsed by the
Owner (critical step)
 The Contractor must state that the building
was constructed in general conformance with
the Project documents.
Final Sign-off
1
39
A Durability Plan
Appendices and Tables
QUESTIONS?
1Durable (synonyms):
Long-lasting, hard-wearing, heavy-duty, tough,
resistant, strong, sturdy, stout, sound, substantial,
imperishable, indestructible, made to last, …
Durability (from CSA S478):
“The ability of a building or any of its components to
perform its required functions in its service
environment over a period of time without
unforeseen cost for maintenance or repair.”
42
Durable vs. Durability
SO WHAT?
43
Building Life vs.
Component Life
44
Durability
Roles & Responsibilities
Roles & Responsibilities
Role Responsibility
Owner(s) Establish Building DSL
Architect Establish preliminary assembly DSL
Durability Specialist Consult on appropriate DSL + PSL
Bldg. Env. Consultant Consult on regional risks and agents
Structural Consultant Consult on regional loads
Other Consultants Roofing, leak detection, testing,…
General Contractor Establish QC plan
Sub-Contractors Consult on constructability / establish QA
Manufacturers Consult on PSL
1
Common Issues:
 Design service lives for buildings and materials rarely
considered, especially at the start
 Applicable building industry knowledge is often there…
 … but how to use it not known.
 Roles and responsibilities not well understood
 Understanding of how to document the information not
known
47
A Durability Plan
48
Predicting Service Life
In the design phase, DSL goes from generic to specific:
Generic Assembly Specific Assembly
Example:
Composite Panel ABC Alum-Composite Panel (DSL 60+)
(DSL 45 years) 50 mm Z-girt (90 Gauge) (DSL 30)
50 mm rigid insulation type IV (DSL 60+)
ABC a/v/m barrier (DSL 40)
ABC sheathing w/ xxx screws (DSL 50)
etc…

CSA S478 Guideline on Durability in Buildings

  • 1.
    CSA S478 Guidelineon Durability in Buildings David Kayll, FMA, P.Eng. Principal, Building Science Specialist MORRISON HERSHFIELD, Ottawa May 8, 2014 The Durability Process
  • 2.
    Take a deepbreath… 2
  • 3.
    1What Determines Durability? Durability is not a material property  Durability is a function of a material and its environment  Durability is also a function of installation, future maintenance and replacements 3 Durability
  • 4.
  • 5.
    1 Required function(s) of: 5 Durability Thatdepends on whether we are manufacturing open web joists or underwear.” Ted Kesik Buildings: Institutional, Industrial, Commercial, Residential… Materials: “What’s better – steel or cotton?
  • 6.
    Durable requires theTeam to perform their roles and responsibilities from Conception to Occupancy. Roles & Responsibilities The Roles need to be clearly defined for each of the following:  Owner(s)  Architect  Durability Specialist  Building Envelop Consultant  Structural Consultant  Other Consultants  General Contractor  Sub-Contractors  Manufacturers
  • 7.
  • 8.
    1 The CSA S478guideline provides:  Set of recommendations to assist designers  Framework for durability targets  Generic advice  Model documents  Appendix with expanded discussions 8 A Durability Plan
  • 9.
    Tables, Design review,Field review Sample MH Durability Plan
  • 10.
  • 11.
    1 11 Service Life Service Life: “The actual time during which the building or any of its components performs without unforeseen costs or disruption for maintenance and repair.” (CSA S478)  Design Service Life (DSL) vs. Predicted Service Life (PSL)  Components will last for 10, 20, 30, 50, 100+ years?
  • 12.
    1 12 Predicted Service Life HistoricalMaterials – We know these ones…
  • 13.
    1 13 Predicted Service Life InnovativeMaterials – Do we know these ones…???
  • 14.
    14 Agents of Destruction AgentType Moisture Solid (ice, snow) Liquid (rain, condensation) Gas (water vapour, humidity) Air Constituents O2, CO2 Air Contaminants Oxides, particulates, sea spray Ground constituents Sulphates and other salts, acids (from decomposition of organic matter) Ground contaminants Chemicals from spills and leaks, chlorides from road salt, induced electrical currents Biological agents Microorganisms, insects, other animals, plants
  • 15.
    15 Agents of Destruction AgentType Temperature Fluctuations Solar radiation UV (ultraviolet radiation) Incompatible chemicals Corrosion Differential movements Between components (shrinkage and swelling), within massive materials (temperature gradient response), creep/flow Use or exposure Loading, abrasion, overloading
  • 16.
    1 16 How To PredictService Life? How do we predict the service life of a material or assembly?  PSL of components within assembly (shortest outside, longest inside)  Use many methods in parallel  Some components will be less  Some components will be more
  • 17.
    1 17 How To PredictService Life? ISO 15686-1 Factor Method: ESL = RSL x A x B x C x D x E x F x G A. Quality of components as supplied to the project B. Design level of a component (e.g. how protected it is from elements which may degrade it) C. Work execution level or skill level of the installers D. Indoor environment (e.g. where the component will be utilized) E. Outdoor environment (e.g. northern climate, coastal climate, southern climate) F. In-use conditions (refers to specific use conditions of the building) G. Maintenance level (what is the level of maintenance possible, and likely, for the particular component for the span of its useful life?)
  • 18.
  • 19.
    1 19 CSA S478 Method Engineering judgment  Historical performance  Chemical evaluation  Modeling  Performance testing  Manufacturer’s estimates Plus: − Environmental conditions − Installation − Operating & Maintenance procedures How To Predict Service Life?
  • 20.
    1 Owner’s expectation ofDesign Service Life  Ownership type  Building use (present and future)  Future land development  Adaptability 20 A Durability Plan How do you determine a building’s Design Service Life?
  • 21.
    1 21 A Durability Plan CategoryDSL Examples Temporary Up to 10 years * Non-permanent construction buildings (sales offices, bunkhouses) * Temporary exhibition buildings Medium Life 25 to 49 years * Most industrial buildings * Most parking structures Long Life 50 to 99 years * Most residential, commercial and office buildings * Health and education buildings * Parking structures below buildings designed for long life category Permanent 100 years minimum * Monumental buildings * Heritage buildings Design and construct with the intent that: Predicted Service Life ≥ Design Service Life Table 2 in CSA S478
  • 22.
    1 22 A Durability Plan CategoryDSL Examples Temporary Up to 10 years * Non-permanent construction buildings (sales offices, bunkhouses) * Temporary exhibition buildings Medium Life 25 to 49 years * Most industrial buildings * Most parking structures Long Life 50 to 99 years * Most residential, commercial and office buildings * Health and education buildings * Parking structures below buildings designed for long life category Permanent 100 years minimum * Monumental buildings * Heritage buildings Design and construct with the intent that: Predicted Service Life ≥ Design Service Life Table 2 in CSA S478
  • 23.
    1 Component DSL inaccordance with Table 3 in CSA S478: 23 Service Life Category Effects of failure Example 1 No exceptional problems Replacement of light fittings 2 Security compromised Broken door latch 3 Interruption of building use Repair requires discontinuation of service 4 Costly because repeated Window hardware replacement 5 Costly repair Extensive replacement/ scaffolding needed 6 Danger to health or ecological system Mold, dampness, asbestos 7 Risk of injury Loose handrail 8 Danger to life Collapse of structure  Components in Categories 6, 7 and 8 – Design to last the life of the building  Components in Categories 4 and 5 – Design to last at least half the life of the building
  • 24.
    1Where: Component(s)/Assembly DSL <Building DSL 24 A Durability Plan What is “…readily replaced…”? - Design and construct those component(s) and assemblies so that they can be readily replaced.
  • 25.
    1 25 A Durability Plan DSL1 DSL3 DSL5 DSL4 DSL2 DSL6 GeneralRule: Shorter PSL outboard of longer PSL
  • 26.
    26 A Durability Plan ConceptDesign Review  Review against the Owners Project Requirements  By someone not directly involved in the main design functions.  Could be separate specialist  Document that Concept Design Review was completed
  • 27.
  • 28.
  • 29.
    1 29 A Durability Plan DesignReview  Sufficient Building Envelope reviews are required to demonstrate compliance with good practice.  Reviews include managing: − Air leakage − Vapour diffusion − Heat transfer − Water penetration  Method may include: − Marked-up drawings − Letter report(s) − Meeting minutes
  • 30.
    1 30 A Durability Plan MaintenanceRequirements Maintenance Requirements & expectations developed during design:  Appropriate material selection (component by component)  Frequency & Access of Maintenance/Repair (future costs); Initial Cost vs. LCC  Risks associated with poor maintenance – Condos vs. Owner occupied  Document Owner acceptance of unusual decisions Vs.
  • 31.
  • 32.
    1 32 A Durability Plan Commissioningthe Building Envelope BECx activities should be incorporated into specifications. These may include:  Testing requirements (manufacturer or on-site)  Shop drawing submittals  Material submittals  Material Compatibility Testing  Mock-ups  Manufacturer’s field reviews  Sample removals/renewals
  • 33.
  • 34.
    1 34 A Durability Plan QualityAssurance makes sure you are doing the right things, the right way. Quality Control makes sure the results of what you've done are what you expected. Quality Management Whose job is Quality?
  • 35.
    35 A Durability Plan Keyfor all projects:  Sub-contractor’s workmanship & quality control  Potential transition issues  The contractor’s Quality Assurance activities  The Architect’s or BEP’s Quality Review activities  The expected quality of installation (assists in finalizing the PSLs)  The roles and responsibilities of all team members Mock-ups
  • 36.
    1 36 A Durability Plan To assess installation quality control,  Address “one-off” details  Quality assurance activities are documented.  A final review is required to confirm compliance with the Project Documents.  Frequency is dependent on team make-up and requirements Periodic Site Review
  • 37.
  • 38.
    1 38 A Durability Plan The Durability Plan must be endorsed by the Owner (critical step)  The Contractor must state that the building was constructed in general conformance with the Project documents. Final Sign-off
  • 39.
  • 40.
  • 41.
    1Durable (synonyms): Long-lasting, hard-wearing,heavy-duty, tough, resistant, strong, sturdy, stout, sound, substantial, imperishable, indestructible, made to last, … Durability (from CSA S478): “The ability of a building or any of its components to perform its required functions in its service environment over a period of time without unforeseen cost for maintenance or repair.” 42 Durable vs. Durability
  • 42.
  • 43.
    Building Life vs. ComponentLife 44 Durability
  • 44.
  • 45.
    Roles & Responsibilities RoleResponsibility Owner(s) Establish Building DSL Architect Establish preliminary assembly DSL Durability Specialist Consult on appropriate DSL + PSL Bldg. Env. Consultant Consult on regional risks and agents Structural Consultant Consult on regional loads Other Consultants Roofing, leak detection, testing,… General Contractor Establish QC plan Sub-Contractors Consult on constructability / establish QA Manufacturers Consult on PSL
  • 46.
    1 Common Issues:  Designservice lives for buildings and materials rarely considered, especially at the start  Applicable building industry knowledge is often there…  … but how to use it not known.  Roles and responsibilities not well understood  Understanding of how to document the information not known 47 A Durability Plan
  • 47.
    48 Predicting Service Life Inthe design phase, DSL goes from generic to specific: Generic Assembly Specific Assembly Example: Composite Panel ABC Alum-Composite Panel (DSL 60+) (DSL 45 years) 50 mm Z-girt (90 Gauge) (DSL 30) 50 mm rigid insulation type IV (DSL 60+) ABC a/v/m barrier (DSL 40) ABC sheathing w/ xxx screws (DSL 50) etc…