Curriculum
- 7 Sections
- 105 Lessons
- 65 Weeks
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- Understanding IFE Level 4 Certificate in Fire Safety1
- Fire Safety and Fire Engineering Principles21
- 2.1Passive Fire Safety
- 2.2Active Fire Safety
- 2.3Pressurisation
- 2.4Leakage Paths
- 2.5Automatic Suppression Systems
- 2.6Smoke Control and Air Handling
- 2.7Compartmentation
- 2.8Fire Detection and Warning Systems
- 2.9Design Fire Size
- 2.10Smoke Movement
- 2.11ASET/RSET and factors that affect different phases of evacuation
- 2.12Fire Resistance
- 2.13Fire Load
- 2.14Fire Growth
- 2.15Limit of Tenability
- 2.16t² Growth Rate
- 2.17Zone and Fire Models
- 2.18Use of flow chart to support design process
- 2.19Fire/Smoke modelling, examples of programmes
- 2.20Pedestrian flow/evacuation modelling
- 2.21Quiz 1 – Fire Safety and Fire Engineering Principles5 Questions
- Human Behaviour in Emergency Situations10
- 3.1Interaction between Fire safety systems and Human behaviour
- 3.2The physiological, behavioural and psychological effects on people confronted by a fire situation
- 3.3How behaviour of people in a fire can adversely affect evacuation and means of escape
- 3.4Emergency procedures for the safe evacuation of people from a fire situation
- 3.5Individuals with particular requirements to include the young, the old, the disabled, those with poor health, short term and long-term conditions, cognitive impairment and people from different cultures
- 3.6Behavioural aspects of people in fire and implications when planning/reviewing means of escape and evacuation procedures
- 3.7Major incidents of Note
- 3.8Identification of patterns and application of learning from previous incidents
- 3.9Case Study – Grenfell Tower
- 3.10Quiz 2 – Human Behaviour in Emergency Situations5 Questions
- Fire Protection Equipment18
- 4.1Types of System
- 4.2Success or Failure of Operation
- 4.3Automatic Fire Detectors – Radio Systems
- 4.4Automatic Fire Detection – Detector Circuits
- 4.5Zones, addressable for complex evacuation strategies, double knock, multi-purpose detectors
- 4.6Aspirating systems
- 4.7Control and Indicating Equipment
- 4.8Sprinkler systems: Commercial, Residential, and Domestic (life safety)
- 4.9Other water- based systems, drenchers, foam, water mist
- 4.10Gaseous Systems
- 4.11Oxygen Depletion Systems
- 4.12Explosion Detection Systems
- 4.13Explosion Venting Systems
- 4.14Explosion Suppression Systems
- 4.15Control of Flammable Atmospheres
- 4.16Fire Curtains
- 4.17Shutters
- 4.18Quiz 3 – Fire Protection Equipment5 Questions
- Building Design37
- 5.1Evaluate plans to identify risk and provide fire safety solutions
- 5.2Applied Protection
- 5.3Modern Methods of Construction
- 5.4Cross Laminated Timber
- 5.5Steel Frame
- 5.6Glulam
- 5.7Large structural timber
- 5.8Structural Insulated Panels
- 5.9Modular Construction
- 5.10Fire retardant, Intumescent treatments
- 5.11Upgrading fire resisting doors
- 5.12Atria
- 5.13Glazing
- 5.14Separating Walls
- 5.15Compartment Walls and Floors
- 5.16Junctions Formed by Elements of Structure
- 5.17Protected Shafts and Protecting Structures
- 5.18Fire Resisting Doors and Other Enclosures
- 5.19Claddings
- 5.20Facades
- 5.21Tunnels
- 5.22Heating Systems
- 5.23Ventilation
- 5.24Air Conditioning Systems
- 5.25Stairwell Pressurisation Systems
- 5.26Ventilation and Smoke Handling Systems
- 5.27Lifts/Elevators
- 5.28Escalators
- 5.29Travellators
- 5.30Consultation Process
- 5.31Qualitative Design Review (QDR)
- 5.32Interaction and Compatibility Between Different Materials
- 5.33Unexpected consequences of Inappropriate Selection, Use, Location, Orientation and Interaction of Materials
- 5.34Impact of Quality of Construction
- 5.35Impact of Modern Methods of Construction
- 5.36During Construction and Alterations
- 5.37Quiz 4 – Building Design5 Questions
- Fire Safety Management, Review and Advice22
- 6.1Principles and methods of risk assessment in Complex premises and Environments
- 6.2Impact of structure, materials and access
- 6.3Identification of people who may be at risk
- 6.4Identification of risks to Property and the Environment
- 6.5How to explain risks to Members of the Public and Property owners/managers
- 6.6Common causes of Fire in Different Occupancies
- 6.7How to Review Effectiveness of Current Measures
- 6.8How to provide Feedback on Effectiveness of Current measures
- 6.9Impact of Organisational Constraints
- 6.10Strategic thinking
- 6.11The Use of Fire Statistics to Inform Decisions on Fire Safety Programmes
- 6.12Risks in the Community and Prioritising Fire Safety Programmes
- 6.13Objectives of Fire Safety Education in the Community
- 6.14Contents of Fire Safety Programmes and their Purpose
- 6.15Methods to Engage Diverse Community Members and Stakeholders
- 6.16Methods to Evaluate Success of Programmes
- 6.17Strategic Thinking
- 6.18Level of Fire Safety Knowledge and Responsibility at Different parts of the Organisation
- 6.19Engaging and Training Employees in Different Premises/Workplaces and in Different roles
- 6.20Identification of Training Requirements for People with Fire Safety Responsibility
- 6.21Importance of Testing and Reviewing Precautions in Place and how to do this
- 6.22Quiz 5 – Fire Safety Management, Review and Advice5 Questions
- Preparing & Booking for Exams1
Glulam
Glulam
Glued Laminated Timber, commonly known as Glulam, is an engineered wood product made by bonding together individual layers of timber (lamellae) using durable, moisture-resistant adhesives. These layers are arranged so that the grain of all the laminations runs in the same direction, creating a product that is stronger and more stable than solid timber of similar dimensions. Glulam is used extensively in structural applications, including beams, columns, arches, and portal frames, particularly where large spans or complex shapes are required. Its strength, dimensional stability, and aesthetic appeal make it a popular choice in both residential and commercial construction, especially where sustainability and architectural expression are important. However, as with all timber products, its fire performance must be carefully considered as part of any fire safety strategy.
structural forms
Like other forms of structural timber, Glulam is combustible, but its fire behaviour is predictable and manageable. When exposed to fire, Glulam chars at a consistent rate, typically around 0.6 to 0.8 mm per minute depending on the timber species and fire conditions. The charred outer layer insulates the inner core of the member, slowing heat penetration and preserving structural integrity for a significant period. This characteristic allows designers to calculate the residual cross-section of the member and ensure that, even after a defined fire resistance period, the Glulam element can continue to bear load. This makes Glulam a reliable material for achieving structural fire resistance ratings, provided the section size is sufficient.
Advantages of Glulam
One of the advantages of Glulam over some other timber products is that it tends to char more evenly and is less prone to sudden failure. Unlike Cross Laminated Timber (CLT), which may delaminate under heat and re-expose unburned timber, Glulam’s uni-directional lamination reduces this risk. The adhesives used in Glulam are designed to maintain their bond under high temperatures for the duration of standard fire resistance periods, though performance can vary depending on the specific adhesive formulation. Manufacturers often carry out fire testing to demonstrate compliance with performance requirements, and designers should always refer to these tested data when specifying Glulam for fire-rated structures.
Fire resistance in Glulam can be achieved through either inherent charring (by increasing the dimensions of the member) or by applying protective linings such as fire-resistant plasterboard or intumescent coatings. In exposed applications, designers must account for the sacrificial char layer when determining the load-bearing capacity during and after fire exposure.
In some buildings, Glulam elements are left exposed to create a distinctive visual character, and in such cases, it is crucial that fire strategies address the increased internal fire load and potential contribution to fire growth. This might include enhanced detection, suppression, and compartmentation measures to control the fire before it compromises the structure.
In buildings where aesthetics are less of a concern or where risk levels are higher—such as sleeping accommodation or tall buildings—Glulam elements may be concealed or encapsulated to improve fire performance.
Encapsulation using fire-rated linings helps delay the ignition of the timber and limits the amount of combustible material exposed to fire, providing valuable time for evacuation and firefighting. The decision to expose or protect Glulam must be based on a thorough fire risk assessment and be part of an integrated fire strategy.
Glulam is also used in hybrid construction alongside materials such as steel and concrete. In such cases, the fire safety strategy must consider the interaction between different materials, especially in terms of fire resistance continuity, thermal expansion, and connections.
For example, where Glulam connects to steel components, designers must ensure that the steel is protected to the same degree as the timber, and that connections maintain integrity under fire conditions.
It is also important to recognise the regulatory context for using Glulam, particularly in relation to combustibility requirements in higher-risk buildings. In the UK, for example, the ban on combustible materials in external walls of certain buildings over 18 metres affects the use of timber products like Glulam in façades, balconies, or external structural elements.
While this does not prohibit internal use, it does mean that designers must justify and document the fire performance of Glulam when used in buildings subject to stricter fire safety controls.
As with all fire protection strategies, active systems such as sprinklers can complement the use of Glulam by limiting fire growth and preventing the fire from reaching a size where structural elements are endangered. However, reliance on active systems should not replace the need for appropriate passive fire resistance. Regular inspection and maintenance of both structural elements and fire safety systems are essential to ensure long-term safety and compliance.
Conclusion
Glulam is a highly versatile and sustainable structural material with well-understood fire behaviour. Its ability to char predictably, retain structural strength, and meet fire resistance requirements makes it a viable choice for a wide range of building types, including those with demanding architectural or environmental goals. However, successful use of Glulam in fire-safe buildings depends on careful design, proper detailing, and alignment with the overall fire strategy, ensuring that the safety of occupants and the integrity of the structure are maintained throughout the duration of a fire.