designing the building structure Flashcards
Fire protection and fire safety considerations affect the design of the building in the following areas, which are dealt with in more detail in the clauses referred to:
a) the fire resistance, in terms of load-bearing capacity, insulation, and integrity of elements of structure (see Clause 30);
b) compartmentation, including compartmentation of areas of ancillary accommodation (see Clause 31);
c) measures to prevent openings between different parts of a building offering routes for uncontrolled fire or smoke spread (see Clause 32);
d) measures to prevent fire and smoke spread via cavities (see Clause 33)
e) reaction to fire properties of roof covering, the external wall surface, the internal wall and ceiling lining materials used in the building and within certain voids where fire spread might pose a threat (see Clause 34);
f) the provision of fire-resisting elements in the external walls to reduce the risk of fire spreading from one building to another (see Clause 35).
The life safety role of structural fire resistance is threefold?
a) to minimize the risk to occupants, some of whom might have to remain in the building for some length of time while evacuation proceeds (see also Section 5);
b) to reduce the risk to fire-fighters who might be engaged in search or rescue operations (see also Section 6); and
c) to reduce the danger to people in the vicinity of the building, who might be hurt by falling debris or as a result of the impact of the collapsing structure on other buildings.
Buildings over 30 m high
Buildings having an occupied storey over 30 m above access level should be sprinkler-protected throughout in accordance with BS EN 12845 (new systems) or BS 5306-2 (existing systems).
The structure of a roof, and the structure that supports only a roof, should have fire resistance if the roof:
a) forms part of an escape route; or
b) functions as a floor, e.g. as a car park; or
c) is part of a portal frame structure where the roof and the supporting stanchions form a single element of structure; or
d) is integral to the stability of a fire-resisting external wall
The fire resistance performance of a fire-resisting glazed assembly is influenced by a number of factors, e.g.:
- type of glass and function;
- pane size and shape;
- glazing layout and number of panes;
- orientation of the glazed element;
- framing and framing junctions;
- glazing seal;
- beads and bead fixings;
- fixing of the assembly to the support structure
there are four possible hazards to assess, even if the integrity of the glazed element as a flame and smoke barrier is maintained. These are:
- direct exposure to potentially high levels of radiant heat with the risk of burns to exposed skin;
- convective heating of the atmosphere in the escape way;
- smouldering smoke generation (before ignition) from floor coverings, fixtures and fittings in the corridor;
- secondary ignition and flaming of fixtures and fittings in the escape way
A non-insulated fire-resisting glazed screen may be incorporated in the enclosure to a protected shaft between a stair and a lobby or corridor which is entered from the stair provided that the following conditions are met
a) the standard of fire resistance for the stair enclosure is not more than 60 min; and
b) the glazed screen: 1) has at least 30 min fire resistance in terms of integrity (E 30); and 2) meets the limits on areas of non-insulated glazing given in Table 27; and
c) the lobby or corridor is enclosed to at least a 30 min standard.
Where sprinklers are provided together with a glazed assembly, intended to work together as a combined fire-resisting wall system, then the following conditions should be met.
a) The whole assembly should be designed as an integrated sprinkler-glass system, which should be installed in accordance with the manufacturer’s specific data sheet that applies for such a sprinkler-glazing arrangement
b) The sprinkler system should have a demonstrated capacity to deliver the required quantity of water throughout the full required period of fire resistance.
c) Either: 1) the glazed system should at least be classified for non-insulated fire-resistance performance, using a fire-resisting glass type that is not sensitive to water impingement failure under fire conditions; or 2) if not classified for non-insulated fire-resistance performance, the sprinkler array, when activated, should be able to wet the entire glazed surface of the assembly throughout the full period of any potential developed fire exposure, without the risk of dry spots caused by transoms and mullions or other obstructions during occupation of the building.
On any one storey in a building, compartmentation can be necessary in the interests of occupant safety?
a) to meet travel distance limits;
b) to enclose a special fire hazard;
c) to support a progressive horizontal evacuation strategy;
d) to support a phased evacuation strategy;
e) to separate areas having different risk profiles if different standards of fire resistance, or different means of escape, apply;
f) if the compartment size would otherwise exceed the prescribed limit for the standard of fire resistance proposed; g) if there are occupants who need to stay in the building for as long as possible despite the fire, usually for operational safety reasons, e.g. an emergency services call centre.
Elements that have a fire-separating function include:
1) enclosures protecting means of escape (see Clause 17); 2) compartment walls and floors (see 31.3); 3) walls common to two buildings (see 31.3.1.2); 4) ground floors over basements (see 31.3.1.3); 5) basement floors, other than the lowest, in any building with a floor at more than 10 m below ground level (see 31.3.1.3); 6) any part of a roof forming an escape route (see 16.3.12 and 31.4.5); 7) elements provided to separate areas occupied by different owners or tenants in the same occupancy characteristic other than in occupancy characteristic A buildings (see 6.2 and 31.3.1.5); 8) elements separating areas occupied for different purposes (unless the different purpose is ancillary to the main one) (see 17.3.4); 9) floors in occupancy characteristic Ci, Cii and Ciii, and in any building with a floor at more than 30 m above ground level (see 31.3.3 and 31.3.4); 10) elements separating dwellings from the common parts of a block of flats (see 31.3.3); 11) enclosures to protected shafts (see 31.4.6.2); 12) elements enclosing a fire-fighting shaft (see 31.4.6.2, Clause 32 and Clause 33); 13) elements such as doors that protect openings in compartment walls (see Clause 32); 14) fire dampers (see Clause 32); 15) fire-resisting ductwork (see Clause 32); 16) cavity barriers (see Clause 32 and Clause 33); 17) fire-resisting ceilings (see Clause 30 and Clause 33); 18) fire-protected air transfer grilles (see 32.5.6); 19) parts of external walls forming protected areas for space separation purposes
Each basement storey should be a separate compartment if there is a basement floor more than
10 M below Ground
The ground floor over a basement should be a compartment floor unless?
a) the building is in occupancy characteristic Ci;
or b) the building comprises one basement storey and not more than two other storeys, and no storey is more than 280 m2 in area; or
c) the basement and ground storeys are part of a small shop having no more than three storeys, none of which is more than 280 m2 in area; or
d) the ground floor is penetrated by an atrium that meets the relevant recommendations of Annex B.
Buildings designed for a phased evacuation strategy should have?
Floors in a building designed for a phased evacuation strategy (see Section 5) should be constructed as compartment floors
The following walls and floors should be constructed as compartment walls and compartment floors:
a) every wall needed to subdivide the building to observe the size limits on compartments in multi-storey buildings given in Table 28;
b) every floor above ground level, if the building, or separated part of the building, has a storey with a floor at a height of more than 30 m above ground level;
c) the floor of the ground storey, if the building has one or more basements (with the exception of small basements and shops; see 31.3.1.3);
d) the floor of every basement storey, except the lowest floor, if the building or separated part of the building has a basement depth of more than 10 m below ground level.
Every compartment wall and floor should:
a) form a complete barrier to fire spread between the compartments; and
b) have the appropriate fire resistance indicated in Table 23 or Table 24.