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There are five degrees of fire resistance of buildings and structures:

I — buildings with load-bearing and enclosing structures made of natural or artificial stone materials, concrete or reinforced concrete with the use of sheet and plate non-combustible materials;

II — with the same requirements for load-bearing and enclosing structures as for buildings of the first degree of fire resistance, unprotected steel structures are allowed to be used in the coatings;

III — buildings with load-bearing elements made of unprotected steel structures or made of wood with fire-resistant treatment, for floors it is allowed to use wooden structures protected with plaster; the coating elements are not subject tor equirements for fire resistance limits, but the elements of the attic coating made of wood are subjected to fire-resistant treatment;

IV — buildings with load-bearing and enclosing structures made of wood and other combustible and non-combustible materials subjected to fire-resistant treatment; the requirements for the coating elements are the same as for buildings of the third degree of fire resistance;

V — buildings whose load-bearing structures are not subject tor equirements for fire resistance limits and fire propagation limits.

The class of functional fire hazard of a building depends on its functional purpose and the features of the technological processes placed in it:

F 1 — buildings and structures for permanent residence and temporary (including round-the-clock) stay of people, the contingent of people in them may have different ages and physical condition, these buildings are characterized by the presence of sleeping quarters;

F 2 — entertainment and cultural and educational institutions (the main premises in these buildings are characterized by a mass stay of visitors at certain periods of time);

F 3 — Public service enterprises ;

F 4 — educational institutions, scientific and design organizations, management institutions (the premises in these buildings are used during the day for some time, as a rule, there is a permanent contingent of people of a certain age and physical condition who are accustomed to local conditions); F 5 — production and warehouse buildings, structures and premises (for premises of this class, the presence of a permanent contingent of employees is characteristic, including around the clock).

ESCAPE ROUTES

Escape routes must ensure the safe evacuation of all people in the premises of buildings through evacuation exits. Exits are evacuation exits if they lead from the premises:

first floor— directly outside or through the lobby, corridor, stairwell;

any floor, except the first, — in the corridor leading to the stairwell, or on it directly; in this case, the stairwell must have an exit directly outside or through the lobby, separated from the adjacent rooms by partitions with doors;

to an adjacent room on the same floor, provided with the exits specified in the first and second paragraphs.

Parts of the building of various functional fire hazards, separated by fire barriers, should be provided with independent evacuation exits. From each floor of the building, it is necessary to provide at least two evacuation exits located dispersed.

Exits that do not meet the requirements for evacuation exits can be considered as emergency exits and are intended to improve the safety of people in the event of a fire.

Emergency exits are not taken into account when evacuating in the event of a fire. Emergency exits also include:

access to an open balcony or loggia with a blind wall at least 1.2 m from the end of the balcony (loggia) to the window opening or at least 1.6 m between the glazed openings opening onto the balcony;

exit to an open passage with a width of at least 0.6 m, leading to an adjacent section of a building of class F1. 3 or to an adjacent fire station compartment through the air zone;

access to the balcony or loggia, equipped with an external staircase connecting the balconies or loggias on the floor;

exit directly to the outside of the premises with a mark of pure sex not less – 4,5 m and not more than +5.0 m through the window or the door with dimensions not less than 0.75 × 1.5 m, as well as through the hatch size no less than 0.6 × 0.8 m; the output through the pit should be equipped with a ladder in the pit, and out through the hatch — ladder in the room;

– access to the roof of the building of I, II and III degrees of fire resistance through a window, door or hatch.

Escape routes must have natural light.

Since there must be at least two emergency exits from each floor according to the fire protection requirements, it is always necessary to design at least two stairs from each floor of a public building.

The height of the horizontal sections of the escape routes in the light should be be at least 2 m, the width of the horizontal sections of the evacuation routes and ramps should be at least:

1.2 m-for general corridors, through which no more than 15 people can be evacuated from the premises of class F1, from the premises other classes of functional fire hazard — no more than50 people;

0.7 m-for passageways to single workstations;

1.0 m — in all other cases.

In any case, the escape routes should be so wide that, given their geometry, it is possible to carry astretcher with a person lying on it without any difficulty.

Distance from the doors of the most remote rooms of public buildings to the exit

to the stairwell

* The ratio of the number of evacuees from the premises to the area of the escape route

10–60 м

10–60 м

with two staircases at the ends of the building

when leaving the room in a dead-end corridor

5–30 м

Maximum permissible distance from the most remote point of the room to the nearest evacuation exit

Rooms of auditoriums, assembly halls and conference halls, meeting rooms and hall rooms of sports facilities should be placed in accordance with the capacity of no more than the floor indicated in the table:

EVACUATION BY STAIRS AND STAIRWELLS

Stairs on escape routes are of three types: internal closed in the stairwell; internal open and external open.

The width of the flight of stairs intended for the evacuation of people, including those located in the stairwell, must be be not less than the estimated width or not less than the width of any evacuation exit (door) to it, but, as a rule, not less than:

1.35 m-for buildings of class F 1. 1;

1.2 m - for buildings with the number of people on any floor, except the first, more than 200 people ;

0.7 m - for stairs leading to single work stations;

0.9 m — for all other cases.

The slope of the stairs on the escape routes should be, as a rule, no more than 1 : 2, the width of the tread-not less than 25 cm, and the height of the step-not more than 22 cm. The slope of open stairs for access to single work stations can be increased to 2 : 1. No spiral staircases are allowed on the escape routes.

Stairwells should have an exit to the outside area adjacent to the building directly or through the lobby, separated from the adjacent corridors by partitions with doors. When setting up evacuation exits from two stairwells through a common lobby, one of them, in addition to the entrance to the lobby, must have an exit directly to the outside.

EVACUATION FROM THE BASEMENT AND BASEMENT FLOORS OF

THE BUILDING

Exits from basements or ground floors should be viewed directly outside, separated from the general stairwells of the building. Stairs leading from the first floor to all subsequent floors cannot lead to the basement. In the event that the stairwell is intended for the evacuation of people both from the aboveground floors and from the basement or basement, it is necessary to provide a separate exit from the basement or basement directly to the outside, separated by a blind fire barrier to the height of one floor. This type of ladder is called a ladder with a cut.

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