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This presentation demonstrates how the fire performance requirements in the Building Code of Australia (BCA) for Class 1a, Class 2, 3 & 9c as well as Class 5,6 9a & 9b buildings can be met. In this context, the presentation provides verified construction details that utilise the BCA's deemed-to-satisfy provisions.
Citation preview
Fire Safety and Performance of Wood
In Multi-Residential and Commercial Buildings
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Learn more about wood at UTAS
Centre for Sustainable Architecture with WoodGraduate Certificate in Timber (Processing & Building)• 4 units, part time, onlineAreas covered include:• Wood science• Design for durability and service for life• Timber as a renewable resource• Sustainable design and construction• Engineered wood products• International technologies and developments• Plus, selected topics of individual interestMore information: Associate Professor Greg Nolan (03) 6324 4478 or [email protected]
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Learning Objectives
After this presentation you should be able to:– Identify which Fire Hazard Properties apply in various
situations – Understand how to use timber in multi-residential and
commercial buildings– Outline the effectiveness of timber members and timber
connections during fire
For architects - AACA Competencies:– Design– Documentation
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
This Presentation
1. Fire Hazard Properties– Specification C1.10– Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
BCA Reference Description Section C Fire Resistance
Specifies community expectations regarding fire resistance of Class 2 -9 buildings.
Part C1Fire Resistance and Stability
Deemed-to-Satisfy (DTS) Provisions regarding fire resistance and stability
Clause C1.10 Fire Hazard Properties
DTS Provisions for Fire Hazard Properties of materials and assemblies used in the building construction industry
Specification C1.10Fire Hazard Properties – General
A method of complying with the BCA requirements for materials other than those used for floors, walls and ceilings
Specification C1.10a Fire Hazard Properties - Floors, Walls and Ceilings
A method of complying with the BCA requirements for floor coverings, walls and ceilings
Fire Resistance in the BCA
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Clause C 1.10: Specification C1.10– Clause: C1.10: Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
No requirementsyes
• Timber-framed window?• Solid timber handrail or skirting?• Timber- faced solid core door or fire
door?• Joinery, cupboard shelving etc.?• Paints, varnishes, etc. or adhesives
Class 1 or 10
Class 2-9
Class of Building?
Clause C1.10
Other
Specification C1.10Specification C1.10a
Covering - Floor, Wall & Ceiling no
No Clause C1.10requirements
Clause C1.10
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Flammability Index
≤ 5
Spread-of-Flame Index ≤ 9and
Smoke-Developed Index2
≤ 8
Specification C1.10
sarkingAll other materials,
including timber
Materials1?
1 Additional requirements apply to fire isolated exits, public entertainment theaters, public halls etc. refer to BCA for details
2 Only for materials with a Spread-of-Flame Index > 5
Specification C1.10
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
More species can be found on: www.woodsolutions.com.au
Specification C1.10 – Fire Hazard Properties of Timber
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Clause C1.10: Specification C1.10– Clause C1.10: Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
No requirementsyes
• Timber-framed window?• Solid timber handrail or skirting?• Timber- faced solid core door or fire
door?• Joinery, cupboard shelving etc.?• Paints, varnishes, etc. or adhesives
Clause C1.10
Other
Specification C1.10Specification C1.10a
Coverings - Floor, Wall & Ceiling no
Class 1 or 10
Class 2-9
Class of Building?No Clause C1.10
requirements
Clause C1.10
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Floor
Critical Radiant
Flux
Critical Radiant Flux
andSmoke
Development Rate
≤ 750 percent minutes
Specification C1.10a
Wall / Ceiling
yes no
Sprinklered?
Lift
Specification C1.10a
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
More species can be found on: www.woodsolutions.com.au
Specification C 1.10a: Floors -Fire Hazard Properties of Timber
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Floor
Critical Radiant
Flux
Critical Radiant Flux
andSmoke
Development Rate
≤ 750 percent minutes
Group Number
Specification C1.10a
Group Number and
smoke growth rate index
oraverage specific extinction area
< 250 m²/kg
Wall / Ceiling
yes no
Sprinklered?
yes no
Sprinklered?
Lift
Specification C1.10a
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
More species can be found on: www.woodsolutions.com.au
Specification C 1.10a: Walls / Ceiling Fire Hazard Properties of Timber
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Floor
Critical Radiant
Flux
Critical Radiant Flux
andSmoke
Development Rate
≤ 750 percent minutes
Group Number
Specification C1.10a
Group Number and
smoke growth rate index
oraverage specific extinction area
< 250 m²/kg
Wall / Ceiling
yes no
Sprinklered?
yes no
Sprinklered?
Lift
Group Number
1 or 2
floor wall/ceiling
Floor, Wall/Ceiling?
Critical Radiant
Flux ≥ 2.2
kW/m²
Clause Specification C1.10a: Lifts
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Specification C1.10– Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
– Multi– Residential– Timber – Frame– Construction
MRTFC
MRTFC - Overview
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• MRTFC deals with: – Class 1 buildings (houses or dwellings
attached side by side)– Class 2 buildings (flats and units above one
another as well as side by side)– Class 3 buildings (residential parts of hotels,
motels, accommodation for students, aged and disabled)
– Class 9c buildings (buildings for the aged)• Performance criteria in these classes focuses on:
– Fire resistance– Sound resistance
• This presentation focuses on Fire Resistance
MRTFC and Performance Requirements
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• In Class 2 and 3 residential buildings there is extensive use of “Sole occupancy units” (SOUs)This separates buildings into manageable units and provides protection for “other property”:
– A SOU is a part of a building that is occupied by one owner, lessee or other occupant
– SOUs must be designed to restrict fire and sound from affecting adjoining SOUs
SOU Concept
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
The extent of fire resistant construction required by the BCA depends on the Type of Construction:
Type A provides the highest level of passive protection e.g. structural elements must withstand burnout of the building contents
Type B provides lower passive protection e.g. less of the structure must be able to withstand burnout of the contents
Type C provides the lowest passive fire resistance e.g. only some elements have specified fire resistance intended to mainly restrict horizontal spread of fire to adjoining dwellings
Type of Construction
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• The BCA requires protection to be provided at the boundaries between compartments or SOUs
• The walls, floors and ceilings bounding compartments are constructed to meet “Fire Resistance Levels” (FRLs) to prevent the spread of fire
• FRLs are expressed in minutes as follows:
FRL: 60 / 60 / 60 structure integrity insulation
• Columns have a FRL of 60/-/- or 120/-/- etc. as they are not barriers• Partition walls are the exact opposite: barriers but non-loadbearing so
typically have a FRL of -/30/30 or -/60/60
Measuring Fire Resistance Levels
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• MRTFC details focuses on meeting the combined requirements of fire, sound and structural requirements for designated wall, floor and ceiling elements in Class 1, 2 and 3 buildings
• A systems approach is used to meet needs which can be broken up into:– Wall framing systems– Floor/ceiling framing systems
• Each system uses a number of common concepts to maintain continuity at intersections between elements and at penetrations, including:– Fire resistant joints– Cavity barriers– Fire stops
General Framing Requirements
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• The system features two stud walls with a separating cavity
• Load bearing frames are typically made from 90x45 timber framing
• The frames can be prefabricated as required
• The system is easy to handle and erect onsite
• Insulation is used extensively between studs or in the cavity
• It must be non-combustible (BCA Requirement)
• Fire grade plasterboard is built up in layers to meet fire requirements
• Fibre cement sheet can be used in combination with plasterboard
• Other cladding or linings can be used over these components
Double Stud Walls in More Detail
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Depending on the type of construction, fire rated walls may need to continue through the roof and eaves cavities. In these areas:
– walls must extend at least to the underside of the roof
– walls may be single skin (not double) because sound resistance isn’t required in the roof or eaves areas
Treatment of Roof and Eave Cavities
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Floor/ceiling systems are required between sole occupancy units (SOUs)
• These systems consist of floor coverings, platform flooring, floor joists, sound insulation, resiliently mounted ceiling battens and ceiling linings
Floor/Ceiling Systems
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Timber joists dictate the load and spanning capacity of the floor
• Non-combustible sound insulation is placed within the joist depth
• Resiliently mounted ceiling battens are fixed transversely to the joists to isolate sound from the structure above
• Plasterboard is fixed to the sound resilient supports. A build up of layers is used to achieve sound and fire requirements (fire grade board required)
Summary of Floor/Ceiling System Components
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Care must be taken to ensure weak spots don’t occur at the interfaces between systems (e.g. intersections and penetrations)
• Methods of doing this include:– Fire resistant joints– Cavity barriers– Fire stops at gaps and penetrations (caulking)
Continuity of Systems
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Fire resistant joints are used at intersections between floor/ceiling elements e.g. where one element has a lower FRL than the other
• Some structural framing remains protected by the plasterboard and by the slow charring of the other framing at the junction.
Fire Resistant Floor Junctions
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Needed at intersections between wall/wall elements such as when one element has a lower FRL than the other
• The joint is made by adding extra pieces of timber to the joint between the elements
• The extra timber adds fire resistance because when it burns it forms an insulative char layer on the surface – this slows burning in the core of the timber and in doing so provides fire resistance for a period of time
• In general, the more pieces of timber added to the joint, the longer the joint will last.
• In some cases light gauge steel angles are also used to slow char at corners
Fire Resistant Floor Junctions
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Cavity barriers restrict the passage of flame, smoke and gasses in cavities that bypass wall/floor/ceiling intersections
• Typical example: intersection between a wall separating SOUs and a non-fire rated external brick veneer wall
• Cavity barriers can be made by:– timber battens– appropriate sheet linings– moisture repellent mineral wool– Light gauge steel profiles
Example prior to brick veneer being laid
Cavity barrier using sheet lining
Cavity Barriers
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Use fire shafts to avoid services in fire/sound rated walls
Fire Rated Shafts
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Specification C1.10– Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Unprotected Timber Exposed to Fire
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Char can also occur within a wall or floor when protected by linings.
• Experiments show it commences later and is at a slower rate
• Distribution of char is different
Protected Timber Exposed to Fire
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Specification C1.10– Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Connections usually limit the capacity of a timber element
• AS1720.4-2006 – Fire Resistance and Structural Adequacy of timber members also provides guidance for the design of connections
Connections
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Unprotected metal fasteners may limit FRLs of unprotected timber
• Protection of fixings is required and can be via:o surface protection
or o embedding fixings
under plugs
• Other protection measures need test data to support their use
Connections and AS 1720.4
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Topics
1. Fire Hazard Properties– Specification C1.10– Specification C1.10a
2. MRTFC and Commercial Buildings– Overview– Timber properties during fire– Connection performance during fire– Calculation methods to predict timber capacity
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Charring Rate for Unprotected Timber
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Depth of Char for Unprotected Timber
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Calculated based on load-bearing capacity of residual section
• Depends on density / magnitude of applied load / timber grade / dimensions
• FRLs for typical unprotected 3-sided exposed hardwood beams are shown opposite
Beam Thickness - mm FRL - min
38 14/-/-
50 25/-/-
60 30/-/-
90 60/-/-
120 90/-/-
Examples of the Fire Resistance of Unprotected Solid Hardwood
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Narrow section timber directly exposed to fire has a low FRL in accordance with AS 1720.4
• Large member sections can have significant FRLs however the connections are sometimes not protected or embedded to the same degree, hence limit the FRL to potentially a relatively low values
• Protection may be needed for these connections
Interpretation of AS 1720.4 design rules
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Protect the timber with plasterboard
Alternative Method
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• Timber can be effectively used in buildings that are exposed to fire
• The key to the correct use of timber is detailing in accordance with relevant Australian standards and industry manuals (e.g. Timber Design Guides)
Conclusions
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
• WoodSolutions Technical Design Guides
• Updates include details for columns in walls and improved junction details
• Available by registering at www.woodsolutions.com.au
More Information
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
Learn more about wood at UTAS
Centre for Sustainable Architecture with WoodGraduate Certificate in Timber (Processing & Building)• 4 units, part time, onlineAreas covered include:• Wood science• Design for durability and service for life• Timber as a renewable resource• Sustainable design and construction• Engineered wood products• International technologies and developments• Plus, selected topics of individual interestMore information: Associate Professor Greg Nolan (03) 6324 4478 or [email protected]
Fire Safety and Performance of Wood in Multi-Residential and Commercial Buildings © FWPA 2011
More Information