5.11. Galleries, platforms and stairs for servicing cranes should be designed in accordance with rules.

5.12. For the repair and cleaning of glazing windows and skylights, in cases where the use of mobile or portable floor inventory devices (leaning ladders, rolling platforms, telescopic lifts) is impossible due to the conditions of placement of technological equipment or the total height of the building, it is necessary to provide stationary devices that ensure the safe performance of these works.

5.13. The need for lanterns and their type (anti-aircraft, U-shaped, light, light-aeration, etc.) are established by the project depending on the characteristics of the technological process, sanitary-hygienic and environmental requirements, taking into account the climatic conditions of the construction area.

5.14. Lanterns must be uninflated . The length of the lanterns should not exceed 120 m. The distance between the ends of the lanterns and between the end of the lantern and the outer wall should be at least 6 m.

5.15. Under the glazing of skylights, made of sheet silicate glass and double-glazed windows, as well as along the inner side of the glazing of rectangular light-aeration lanterns, a protective metal mesh should be provided.

5.16. In buildings with internal drains, it is allowed to use a parapet as a fence on the roof. With a parapet height of less than 0.6 m, it should be supplemented with a lattice fence up to a height of 0.6 m from the roof surface.

5.17. With remote and automatic opening of the gate, it must also be possible to open them manually in all cases. Clear door dimensions for land transport should be taken in excess of the dimensions of vehicles (in the loaded state) by at least 0.2 m in height and 0.6 m in width.

5.18. The slope of the marches in the stairwells should be taken at least 1: 2 with a tread width of 0.3 m; for basements and attics, it is allowed to take a slope of flights of stairs of 1: 1.5 with a tread width of 0.26 m.

5.19. Internal open stairs (in the absence of stairwell walls) must have a slope of no more than 1:1. The slope of open stairs for passage to single workplaces can be increased up to 2:1. For inspection of equipment with a lifting height of not more than 10 m, it is allowed to design vertical stairs with a width of 0.6 m.

5.20. In the presence of working disabled people with disorders of the musculoskeletal system, the slope of the stairs on the evacuation routes should be no more than 1:2.

5.21. For buildings with a height from the planning ground level to the cornice or top of the parapet of 10 m or more, one exit to the roof should be designed (for every full and incomplete 40,000 m 2 roofs), including buildings: one-story - on an external open steel staircase; multi-storey - from the staircase.

In cases where it is impractical to have a staircase for access to the roof within the height of the upper floor, it is allowed for buildings with a height from the planning mark of the ground to the mark of the finished floor of the upper floor of no more than 30 m to design an external open steel staircase to exit the roof from the staircase through the platform this staircase.

5.22. The placement of rooms of various categories in buildings and their separation from each other, the requirements for evacuation routes and exits, smoke exhaust devices, locks, tambour locks, stairwells and stairs, exits to the roof should be taken in accordance with the requirements of the Federal law dated July 22, 2008 N 123-FZ "Technical regulations on fire safety requirements" and SP 1.13130, SP 2.13130, SP 4.13130, SP 6.13130.

It is allowed to build a warehouse or administrative floor into a production building, as well as a production or administrative floor into a warehouse building, provided that the building meets the requirements SP 44.13330 and this joint venture.

In one-story buildings of terminals of I and II degrees of fire resistance, constructive fire hazard class C 0 it is allowed, if necessary, to arrange evacuation corridors fenced off with type 1 fire barriers and provided with air overpressure in case of fire. In this case, the length of the corridor is not taken into account when calculating the length of the evacuation route.

5.23. Distance from the furthest workplace in the room to the nearestevacuation exit from the premises directly to the outside or to the stairwell should not exceed the values ​​given in Table 29 of SP 1.13130.

5.24. Distance along the corridor from the door of the most remote room with an area of ​​​​not more than 1000 m 2 to the nearest exit to the outside or to the stairwell should not exceed the values ​​​​given in Table 30 of SP 1.13130.

5.25. The width of the evacuation exit (door) from the premises should be taken depending on the total number of people evacuating through this exit, and the number of people per 1 m width of the exit (door) installed in table 31 SP 1.13130, but not less than 0.9 m in the presence of working disabled people with disorders of the musculoskeletal system.

The number of people per 1 m of the width of the emergency exit at intermediate values ​​of the volume of the premises is determined by interpolation.

The number of people per 1 m of the width of the evacuation exit (door) from rooms with a height of more than 6 m increases: with a room height of 12 m - by 20%, 18 m - by 30%, 24 m - by 40%; at intermediate values ​​of the height of the premises, the increase in the number of people per 1 m of the width of the exit is determined by interpolation.

5.26. The width of the evacuation exit (door) from the corridor to the outside or to the stairwell should be taken depending on the total number of people evacuating through this exit and the number of people per 1 m of the width of the exit (door) set in table 32 SP 1.13130, but not less than 0.8 m, in the presence of working disabled people with disorders of the musculoskeletal system - not less than 0.9 m.

5.27. In the presence of working disabled people with disorders of the musculoskeletal system, the width of the flight of stairs should be taken at least 1.2 m.

5.28. Rooms and corridors should be provided with smoke removal in case of fire in accordance with the requirements SP 7.13130.

5.29. The degree of fire resistance, the class of constructive fire hazard, the height of buildings and the floor area of ​​the building within the fire compartment should be taken for industrial buildings according to table 6.1 SP 2.13130, for warehouse buildings - according to Table 6.3 of SP 2.13130.

When warehouses are located in industrial buildings, the floor area of ​​warehouses within the fire compartment and their height (number of floors) should not exceed the values ​​specified in Table 6.3 of SP 2.13130.

If there are platforms, whatnots and mezzanines, the area of ​​which at any level exceeds 40% of the floor area of ​​the room, the floor area is determined as for a multi-storey building with the number of floors determined by 4.11 .

5.30. When placing in the same building or room technological processes with different explosion and fire hazards, measures should be taken to prevent explosion and fire spread. The effectiveness of these measures should be justified in the technological part of the project. If these measures are not effective enough, then technological processes with various explosion and fire hazards should be placed in separate rooms and separated in accordance with the requirements SP 4.13130.

5.31. Basements when placing rooms of categories B in them 1 - B3 must be separated as required SP 4.13130.

5.32. In hot shops with excessive heat release, enclosing structures should be designed, as a rule, not insulated.

5.33. On roofs with a slope of up to 12% inclusive in buildings with a height of more than 10 m to the eaves or top of the parapet, as well as on roofs with a slope of more than 12% in buildings with a height of more than 7 m to the bottom of the eaves, fences should be provided in accordance with GOST 25772 . Regardless of the height of the building, railings that meet the requirements of this standard should be provided on roofs in operation.

In hot shops with a significant release of heat and other industrial hazards, it is necessary to provide steep roofs.

5.34. Roofs of heated buildings should be made with an internal drain. It is allowed to install roofs with an external organized drain in heated and unheated buildings, provided that measures are taken to prevent the formation oficicles and ice.

5.35. In one-story warehouse buildings with high-rise rack storage, it is allowed, upon justification, to use rack structures as roof supports and fastening of external walls.

5.36. In warehouses for storing food products, it is necessary to provide: enclosing structures without protruding ribs and from materials that are not destroyed by rodents; solid and void-free canvases of external doors, gates and manhole covers; devices for closing openings of channels of ventilation systems; steel mesh fencing (with mesh sizes not exceeding 12 x 12 mm) of ventilation openings in walls and air ducts located within a height of 1.2 m above floor level, and basement windows (window steel mesh fencing structures must be opening or removable).

In the projects of such warehouse buildings, it is necessary to provide instructions on the careful sealing of holes for the passage of pipelines (in walls, partitions and ceilings) and interfaces of enclosing structures of premises (internal and external walls, partitions between themselves and with floors or ceilings).

Warehouses intended for the storage of food products can be equippedderatization systems.

5.37. Columns and structures for framing openings in warehouse buildings in areas of heavy truck traffic must be protected from mechanical damage and painted in accordance with the requirements GOST R 12.4.026.

To limit damage to columns during the movement of goods, as a rule, tubular sections should be used.

5.38. Loading and unloading ramps and platforms should be designed taking into account the requirements for protecting cargo and handling mechanisms from atmospheric precipitation.

A canopy over railway loading and unloading ramps and platforms must overlap the axis of the railway track by at least 0.5 m, and over automobile ramps it must block the roadway by at least 1.5 m from the edge of the ramp.

5.39. The length of the loading and unloading ramp should be determined depending on the turnover and capacity of the warehouse, as well as on the basis of the space-planning solution of the building.

The width of the loading and unloading ramps and platforms must be taken in accordance with the requirements of the technology and safety of loading and unloading operations.

5.40. Structures of ramps and canopies adjacent to buildings of I, II, III and IV degrees of fire resistance of fire hazard classes C 0 and C1, should be taken from non-combustible materials.

5.41. Loading and unloading ramps and platforms must have at least two dispersed stairs or ramps.

5.42. The mark of the edge of the loading and unloading ramp for road transport from the side of the entrance of cars should be equal to 1.2 m from the surface level of the carriageway or loading and unloading area.

5.43. Loading and unloading ramps and platforms for railway rolling stock should be designed taking into account the requirements GOST 9238.

5.44. The width of the ramps for the passage of floor vehicles must be at least 0.6 m higher than the maximum width of the loaded vehicle. The slope of ramps should be taken no more than 16% when placed indoors and no more than 10% when placed outside buildings.

5.45. In warehouses, temperature, relative humidity and air velocity must be taken in accordance with the requirements of the technology for storing goods and the requirements SP 60.13330.

In the door openings in the outer walls should be mounted dock shelters , isolating the internal space of the warehouse from the effects of the external environment.

5.46. Structures and materials of foundations and floor coverings of warehouse buildings andpremises should be assigned taking into account the perception of loads from stored goods, the type and intensity of mechanical effects of floor transport and dust separation, the accumulation of static electricity and sparking, taking into account the requirements SP 29.13330.

The use of tar and tar mastics and other environmentally harmful materials is not allowed for floor coverings of warehouses intended for food storage.

When storing goods whose temperature exceeds 60 °C, heat-resistant floors should be provided.

5.47. Multi-storey warehouse buildings of categories B and B should be designed with a width of no more than 60 m.

5.48. Warehouse premises of industrial buildings should be separated from other premises in accordance with the requirements SP 4.13130.

5.49. Warehouse buildings with high-rise storage should be designed taking into account the requirements SP 4.13130.

5.50. When separating warehouses with goods that are the same in terms of fire hazard by partitions according to technological or sanitary conditions, the requirements for partitions are determined in the technological part of the project.

According to the requirements of the cargo storage technology, it is allowed to place the expedition, acceptance, sorting and picking of cargo directly in the storage facilities, without separating them with partitions. At the same time, the jobs of commodity specialists, experts, storekeepers, rejectors , accountants and operators are allowed to be fenced with partitions with non-standardized fire resistance limits and a fire hazard class (glazed or with a mesh with a height of the deaf part of not more than 1.2 m, collapsible and sliding).

5.51. In the window openings of warehouse buildings, opening window transoms with a total area determined by the calculation of smoke removal in case of fire should be arranged.

It is allowed not to arrange window openings in the storage rooms while ensuring smoke removal in accordance with the requirements SP 7.13130.

Annex A

(mandatory)

REGULATIONS

This document uses references to the following normative documents:

the federal law dated December 27, 2002 N 184-FZ "On technical regulation"

the federal law dated July 22, 2008 N 123-FZ "Technical regulations on fire safety requirements"

the federal law dated December 30, 2009 N 384-FZ "Technical regulations on the safety of buildings and structures"

the federal law dated November 23, 2009 N 261-FZ "On energy saving and on improving energy efficiency and on amending certain legislative acts of the Russian Federation"

SP 20.13330.2011 "SNiP 2.01.07-85* Loads and impacts"

SP 44.13330.2011 "SNiP 2.09.04-87 * Administrative and domestic buildings"

Consultant Plus: note.

Mentioned in this document SP 59.13330.2010 was subsequently approved and issued with the number SP 59.13330.2012.

SP 59.13330.2010 "SNiP 35-01-2001 Accessibility of buildings and structures for people with limited mobility"

SP 29.13330.2011 "SNiP 2.03.13-88 Floors"

Consultant Plus: note.

The SP 60.13330.2010 referred to in this document was subsequently approved and issued with the number SP 60.13330.2012.

SP 60.13330.2010 "SNiP 41-01-2003 Heating, ventilation and air conditioning"

SP 52.13330.2011 "SNiP 23-05-95* Natural and artificial lighting"

SanPiN 2.2.4.548-96 Hygienic requirements for the microclimate of industrial premises

GOST 14202-69 Pipelines industrial enterprises. Identification painting, warning signs and labels

GOST R 12.4.026-2001* SSBT. Signal colors, safety signs and signal markings. Purpose and rules of application. Are common technical requirements and characteristics. Test Methods

GOST 25957-83 Buildings and structures are mobile (inventory). Classification. Terms and Definitions

GOST 25772-83* Steel railings for stairs, balconies and roofs. Are common specifications

GOST 9238-83 Dimensions of the approach of buildings and mobile composition railways gauge 1520 (1524) mm

GOST 22853-86 Buildings mobile (inventory). General specifications.

GOST R 53770-2010 Passenger lifts. Main parameters and dimensions

GOST R 53771-2010 Freight elevators

SP 1.13130.2009 Fire protection systems. Escape routes and exits

SP 2.13130.2009 Fire protection systems. Ensuring the fire resistance of protected objects

SP 3.13130.2009 Fire protection systems. Fire warning and evacuation control system. fire safety requirements

SP 4.13130.2009 Fire protection systems. Limiting the spread of fire at protected facilities. Requirements for space-planning and design solutions

SP 5.13130.2009 Fire protection systems. Fire alarm and fire extinguishing installations are automatic. Design norms and rules

SP 6.13130.2009

SP 7.13130 Heating, ventilation and air conditioning. Fire requirements

SP 12.13130.2009 Definition of categories, premises, buildings and outdoor installations for explosion and fire hazard

SP 2.2.2.1327-03 Hygienic requirements for the organization of technological processes, production equipment and working tools.

Annex B

(reference)

TERMS AND DEFINITIONS

The following terms are used in this document with their respective definitions:

Mezzanine: a platform inside the building, on which premises for various purposes are located (industrial, administrative and household or for engineering equipment).

Insert (insert) in a one-story industrial building: two- or multi-story parta building located within a one-story building along its entire height and width (insert) or part of the height and width (insert), highlighted by enclosing structures.

Engineering equipment of the building: a system of instruments, devices, machines and communications that provides the supply and removal of liquids, gases, electricity (water, gas, heating, electrical, sewer, ventilation equipment).

Mobile (inventory) building or structure: see GOST 25957.

Site: a single-tiered structure (without walls) located in or outside a building, supported by self-contained supports, building structures, or equipment, and intended for the installation, maintenance, or repair of equipment.

Floors of the building: the number of floors of the building, including all above-ground floors, technical and basement, if the top of its floor is at least 2 m above the average planning elevation of the ground.

Above-ground floor: the floor at the level of the floor of the premises is not lower than the planning level of the ground.

Basement floor: the floor when the floor level of the premises is lower than the planning level of the ground by more than half the height of the room.

Basement floor: the floor with the floor level of the premises below the planning level of the ground by no more than half the height of the room.

Technical floor: a floor for the placement of engineering equipment and laying communications; can be located in the lower (technical underground), upper (technical attic) or in the middle part of the building.

Whatnot: a multi-tiered frame structure (without walls), free-standing in the building or outside it and designed to accommodate and service technological and other equipment.

Lanterns: part of the building cover in the form of a glazed, as a rule, superstructure, designed for aeration and (or) overhead lighting of industrial premises.

Ramp: a structure intended for the production of loading and unloading operations. The ramp is adjacent to the wall of the warehouse on one side, and the other side is located along the railway track (railway ramp) or road entrance (car ramp). The ramp can be located inside the warehouse. The height of the ramp above floor level is determined by the mode of transport.

Platform: a structure similar to the purpose of the ramp. Unlike a ramp, it is designed two-sided: one side is located along the railway track, and the opposite side is along driveway.

High-rise storage: storage on racks with a storage height of more than 5.5 m.

Terminal: a warehouse facility that provides for optimal placement of cargo in a warehouse and automated management of relationships with the external environment, including incoming, outgoing and internal flows.

dock shelter : system for sealing the opening between the wall of the storage room and the body of the vehicle.

BIBLIOGRAPHY

SP 35-101-2001 Design of buildings and structures, taking into account accessibility for people with limited mobility. General provisions

SP 35-104-2001 Buildings and premises with places of work for the disabled

Rules device and safe operation of cranes

INDUSTRIAL BUILDINGS

Updated edition

(With amendment No. 1 dated August 18, 2016)

Moscow 2011

Foreword

The goals and principles of standardization in the Russian Federation are established by the Federal Law of December 27, 2002 No. 184-FZ "On Technical Regulation", and the development rules - by the Decree of the Government of the Russian Federation of November 19, 2008 No. "On the Procedure for the Development and Approval of Codes of Rules" .

About the set of rules

1 PERFORMERS - Central Research and Design and Experimental Institute of Industrial Buildings and Structures (TsNIIPromzdaniy OJSC)

2 INTRODUCED by the Technical Committee for Standardization TC 465 "Construction"

3 PREPARED FOR APPROVAL FGU "FCS"

4 APPROVED by Order of the Ministry of Regional Development of the Russian Federation (Ministry of Regional Development of Russia) dated December 30, 2010 No. 850 and entered into force on May 20, 2011.

5 REGISTERED by the Federal Agency for Technical Regulation and Metrology (Rosstandart). Revision of SP 56.13330.2010 and SP 57.13330.2010

Information about changes to this set of rules is published in the annually published information index "National Standards", and the text of changes and amendments - in the monthly published information indexes "National Standards". In case of revision (replacement) or cancellation of this set of rules, a corresponding notice will be published in the monthly published information index "National Standards". Relevant information, notification and texts are also placed in the public information system - on the official website of the developer (Ministry of Regional Development of Russia) on the Internet

Introduction

This set of rules has been drawn up in order to increase the level of safety in buildings and structures of people and the safety of material assets in accordance with the Federal Law of December 30, 2009 No. 384-FZ "Technical Regulations on the Safety of Buildings and Structures", meeting the requirements federal law dated November 23, 2009 No. 261-FZ "On energy saving and on improving energy efficiency and on amending certain legislative acts of the Russian Federation", increasing the level of harmonization of regulatory requirements with European and international regulatory documents, applying uniform methods for determining operational characteristics and methods estimates. The requirements of the Federal Law of July 22, 2008 No. 123-FZ "Technical Regulations on Fire Safety Requirements" were also taken into account.

The update was carried out by the team of authors of OAO TsNIIPromzdaniy: General Director, Dr. Tech. sciences, prof. V.V. Granev, Deputy General Director Ph.D. tech. sciences, prof. CM. Glikin, head of the sector of scientific research, Ph.D. tech. Sciences THOSE. Storozhenko, leading researcher employee dr architecture, prof. B.S. Istomin.

Amendment No. 1 to SP 56.13330.2011 was prepared by the team of authors: topic leader - Dr. Tech. sciences, prof. V.V. Granev, performer - head of the sector of scientific research, Ph.D. tech. Sciences T.E. Storozhenko (JSC "TsNIIPromzdaniy").

SP 56.13330.2011

SET OF RULES

Introduction date 2011-05-20

1 area of ​​use

1.1 This set of rules must be observed at all stages of the creation and operation of industrial and laboratory buildings, industrial and laboratory premises, workshops (functional fire hazard class F5.1), as well as storage buildings and premises intended for the storage of substances, materials, products and raw materials (cargo) (functional fire hazard class F5.2), including those built into buildings of another functional fire hazard, in order to ensure the requirements.

(Changed edition. Rev. No. 1)

1.2 This SP does not apply to buildings and premises for the production and storage of explosives and explosives, for military purposes, underground structures of subways, mine workings, storage buildings and premises for the storage of dry mineral fertilizers and chemical plant protection products, explosive, radioactive and potent poisonous substances, combustible gases, non-combustible gases in containers under a pressure of more than 70 kPa, oil and oil products, rubber, celluloid, combustible plastics and film, cement, cotton, flour, compound feed, furs, furs and fur products, agricultural products, as well as on design of buildings and premises for refrigerators and granaries.

1.3 When creating workshops or warehouses (sites) at the enterprise intended for the use of the labor of disabled people, one should also be guided by the uniform sanitary and epidemiological rules for enterprises (production associations), workshops and sites intended for the use of the labor of disabled people and old-age pensioners, the requirements of SP 59.13330 , SP 139.13330 , subject to .

In cases where enterprises or warehouses provide for the possibility of using the labor of disabled people, additional requirements specified in the relevant paragraphs of this set of rules should be observed, depending on the type of disability.

It is not allowed to create such workshops or warehouses (sites) located in the premises of categories A and B.

Note - When using this set of rules, it is advisable to check the effect of reference standards and classifiers in the public information system - on the official website of the National Body of the Russian Federation for Standardization on the Internet or according to the annually published information index "National Standards", which was published as of January 1 of the current year, and according to the corresponding monthly published information indexes published in the current year. If the referenced document is replaced (modified), then when using this set of rules, one should be guided by the replaced (modified) document. If the referenced document is canceled without replacement, the provision in which the link to it is given applies to the extent that this link is not affected.

3 Terms and definitions

This set of rules adopts the terms and definitions given in the appendix.

4 Fundamentals

4.1 Buildings and structures at all stages of the life cycle must meet safety requirements in accordance with.

(Changed edition. Rev. No. 1)

4.2 The fire safety requirements of these rules and regulations are based on the provisions and classifications adopted in.

(Changed edition. Rev. No. 1)

4.3 When designing buildings, you should:

combine, as a rule, in one building premises for various industries, warehouses, including premises for expeditions, acceptance, sorting and picking of goods, administrative and amenity premises, as well as premises for engineering equipment;

develop space-planning and design solutions in accordance with the requirements of GOST 28984-2011;

comply with energy saving requirements;

take the number of floors and the height of the building within the limits established, based on the results of comparing the technical and economic indicators of options for locating production or a warehouse in buildings of different number of storeys (heights), taking into account the provision of a high level of architectural solutions and energy efficiency;

accept buildings without light openings, if this is allowed by the conditions of technology, sanitary and epidemiological requirements and economic feasibility;

to use mainly buildings with enlarged blocks of engineering and technological equipment in a prefabricated prefabricated block design;

work out options for replacing overhead cranes with floor types of handling equipment;

develop space-planning solutions, engineering support systems, taking into account environmental requirements that comply with the legislative acts of the Russian Federation.

(Changed edition. Rev. No. 1)

4.4 Placement in production buildings of expendable (intermediate) warehouses of raw materials and semi-finished products in the amount established by the technological design standards to ensure a continuous technological process is allowed directly in the production premises openly or behind mesh fences. In the absence of such data in the norms of technological design, the quantity of the indicated cargoes should, as a rule, not exceed one and a half shift requirements.

4.5 The safety of people staying in buildings should be ensured by sanitary-epidemiological and microclimatic conditions: the absence of harmful substances in the air of working areas above the maximum permissible concentrations, the minimum release of heat and moisture into the premises; the absence of noise, vibration, ultrasonic levels, electromagnetic waves, radio frequencies, static electricity and ionizing radiation above the permissible values, as well as limiting physical exertion, attention strain and preventing fatigue of workers in accordance with hygienic requirements for the organization of technological processes, production equipment and working tools, as well as the requirements of the current sanitary and epidemiological regulations.

(Changed edition. Rev. No. 1)

4.6 The implementation of the technological process and the fulfillment of the requirements for the microclimate of the premises should be carried out taking into account the provision of economical use of energy resources.

It is allowed to reduce the temperature of the premises during off-hours, if this is stipulated in the terms of reference or regulations.

Engineering systems must have automatic or manual regulation of the air supply system. Building heating systems must be equipped with heat flow control devices.

At the entrances to buildings in areas with an estimated outdoor temperature of minus 15 ° C and below, provision should be made for the installation of airlocks or air curtains.

4.7 In storage buildings, it is allowed to use polymeric and polymer-containing materials in building structures that are approved for use in construction by a sanitary and epidemiological conclusion.

4.8 To eliminate the negative impact of production facilities on the environment, measures should be taken to treat and neutralize industrial effluents, capture and treat process and ventilation emissions, and introduce waste-free and low-waste technologies; timely removal, neutralization and disposal of production waste.

4.9 Architectural solutions of buildings should be taken taking into account the urban planning, natural and climatic conditions of the construction area and the nature of the surrounding buildings. Color finishing of interiors should be provided taking into account the requirements of GOST 14202 and GOST R 12.4.026.

4.10 According to the explosion and fire hazard, premises and buildings are divided into categories in accordance with.

(Changed edition. Rev. No. 1)

5.6 The entry of railway tracks into buildings may be provided in accordance with the technological part of the project and taking into account the requirements. The top of the railheads of the railroad tracks must be at the level of the finished floor.

5.7 In multi-storey buildings with a height of more than 15 m from the planning level of the ground to the level of the finished floor of the upper floor (not counting the technical one) and the presence of permanent jobs or equipment at the level of more than 15 m that needs to be serviced more than three times per shift, passenger elevators should be provided for GOST R 53770. Freight elevators should be provided in accordance with the technological part of the project in accordance with GOST R 53771. The number and capacity of elevators should be taken depending on the passenger and freight traffic. If the number of employees (in the most numerous shift) is not more than 30 on all floors located above 15 m, one elevator should be provided in the building. If there are rooms on the second floor and above intended for the work of disabled people using wheelchairs, a passenger elevator should be provided in the building if it is impossible to organize jobs for disabled people on the ground floor. The elevator cabin must have dimensions of at least: width - 1.1 m, depth - 2.1 m, width of the doorway - 0.85 m.

5.8 Exits from the basements should be provided outside the area of ​​operation of handling equipment.

5.9 The width of tambours and tambour-locks should be taken at least 0.5 m more than the width of the openings (0.25 m on each side of the opening), and the depth - more than the width of the door or gate leaf by 0.2 m or more, but not less than 1.2 m. In the presence of working disabled people using wheelchairs, the depth of vestibules and vestibules should be taken at least 1.8 m.

(Changed edition. Rev. No. 1)

5.12 For the repair and cleaning of the glazing of windows and skylights, in cases where the use of mobile or portable floor inventory devices (leaning ladders, rolling platforms, telescopic lifts) is not possible due to the placement of technological equipment or the overall height of the building, it is necessary to provide stationary devices that ensure the safe implementation of the specified works.

5.13 The need for the installation of lanterns and their type (anti-aircraft, U-shaped, light, light-aeration, etc.) are established by the project depending on the characteristics of the technological process, sanitary and hygienic and environmental requirements, taking into account the climatic conditions of the construction area.

5.14 Lanterns must be non-blown. The length of the lanterns should not exceed 120 m. The distance between the ends of the lanterns and between the end of the lantern and the outer wall should be at least 6 m.

5.15 Under the glazing of skylights made of sheet silicate glass and double-glazed windows, as well as along the inner side of the glazing of rectangular light-aeration lanterns, a protective metal mesh should be provided.

5.16 In buildings with internal drains, it is allowed to use a parapet as a fence on the roof. With a parapet height of less than 0.6 m, it should be supplemented with a lattice fence up to a height of 0.6 m from the roof surface.

5.17 In case of remote and automatic opening of the gate, it must also be possible to open it manually in all cases. The clear dimensions of the gate for land transport should be taken in excess of the dimensions of the vehicles (when loaded) by at least 0.2 m in height and 0.6 m in width.

5.18 The slope of marches in stairwells should be taken at least 1:2 with a tread width of 0.3 m; for basements and attics, it is allowed to take a slope of flights of stairs of 1: 1.5 with a tread width of 0.26 m.

5.19 Internal open stairs (in the absence of stairwell walls) must have a slope of no more than 1:1. The slope of open stairs for passage to single workplaces can be increased up to 2:1. For inspection of equipment with a lifting height of not more than 10 m, it is allowed to design vertical stairs with a width of 0.6 m.

5.20 In the presence of working disabled people with disorders of the musculoskeletal system, the slope of the stairs on the evacuation routes should be no more than 1:2.

5.21 For buildings with a height from the planning ground level to the cornice or top of the parapet of 10 m or more, one exit to the roof should be designed (for every full and incomplete 40,000 m 2 of roof), including buildings: one-story - through an external open steel staircase; multi-storey - from the staircase.

In cases where it is impractical to have a staircase for access to the roof within the height of the upper floor, it is allowed for buildings with a height from the planning mark of the ground to the mark of the finished floor of the upper floor of no more than 30 m to design an external open steel staircase to access the roof from the staircase through the site of this stairs.

5.22 Placement of premises of various categories in buildings and their separation from each other, requirements for evacuation routes and exits, smoke exhaust devices, locks, tambour locks, stairwells and stairs, roof exits should be taken in accordance with the requirements and regulatory documents on fire safety .

It is allowed to build a warehouse or administrative floor into a production building, as well as a production or administrative floor into a warehouse building, provided that the building complies with the requirements of SP 44.13330 and this SP.

In one-story buildings of terminals of I and II degrees of fire resistance of the structural fire hazard class C0, it is allowed, if necessary, to arrange evacuation corridors leading directly to the outside, fenced off with type 1 fire barriers and provided with air overpressure in case of fire. In this case, the length of the corridor is not taken into account when calculating the length of the evacuation route.

(Changed edition. Rev. No. 1)

5.23 The distance from the most remote workplace in the room to the nearest emergency exit from the room directly to the outside or to the stairwell should not exceed the values ​​given in the table.

For rooms with an area of ​​more than 1000 m 2, the distance indicated in the table includes the length of the path along the corridor to the exit to the outside or to the stairwell.

If the evacuation exit from the premises leads to the corridor, outside or to the stairwell through the adjacent premises, then the distance from the most remote workplace of this premises to the exit from the adjacent premises is taken according to the most dangerous category of one of the adjacent premises.

The density of the human flow is defined as the ratio of the number of people evacuating along the common passage to the area of ​​this passage.

Distances for rooms of categories A and B are set taking into account the spill area of ​​flammable or combustible liquids, equal to 50 m 2; for other numerical values ​​of the spill area, the distances indicated in the table are multiplied by a factor of 50/ F, Where F- possible spill area determined in the technological part of the project.

For intermediate room volumes, the distances are determined by linear interpolation.

Distances are set for rooms up to 6 m high (for one-story buildings, the height is taken to the bottom of the trusses); with a room height of more than 6 m, the distances increase: with a room height of 12 m - by 20%, 18 m - by 30%, 24 m - by 40%, but not more than 140 m for rooms of categories A, B and 240 m - for rooms category B. For intermediate room heights, the increase in distances is determined by linear interpolation.

The distance from the most remote workplace to the nearest emergency exit from one- or two-story buildings of the IV degree of fire resistance of fire hazard classes C2 and C3 should be taken no more than:

in one-story buildings with rooms of categories B1 - B3 - 50 m, categories B4, D and D - 80 m;

in two-story buildings with rooms of categories B1 - B3 - 40 m, categories B4, D and D - 60 m.

The specified distances may be increased by 50% if the floor area not occupied by the equipment in the premises is 75 m2 or more per employee in the most numerous shift.

In one-story buildings with rooms of categories B1 - B4, D and D, if it is impossible to comply with the indicated distances, emergency exits must be located in the outer walls along the perimeter of the buildings after 72 m.

The width of the flight of stairs, depending on the number of people evacuating along it from the second floor, as well as the width of doors, corridors or passages on evacuation routes, should be taken at the rate of 0.6 m per 100 people.

(New edition. Rev. No. 1)

5.24 The distance along the corridor from the door of the most remote room with an area of ​​​​not more than 1000 m2 to the nearest exit to the outside or to the stairwell should not exceed the values ​​\u200b\u200bgiven in Table 2.

table 2

When placing rooms of different categories on the same floor, the distance along the corridor from the door of the most remote room to the exit to the outside or to the nearest stairwell is determined by the more dangerous category.

The density of the human flow in the corridor is defined as the ratio of the number of people evacuating from the premises to the corridor to the area of ​​this corridor, while with doors opening from the premises to the common corridors, the width of the common corridor should be taken as reduced:

half the width of the door leaf - with a one-sided arrangement of doors;

to the width of the door leaf - with a double-sided arrangement of doors.

(New edition. Rev. No. 1)

5.25 The width of the evacuation exit (door) from the premises should be taken depending on the total number of people evacuating through this exit, and the number of people per 1 m of the width of the exit (door) set in the table, but not less than 0.9 m in the presence of working disabled people with disorders of the musculoskeletal system.

The number of people per 1 m of the width of the emergency exit at intermediate values ​​of the volume of the premises is determined by interpolation.

The number of people per 1 m of the width of the evacuation exit (door) from rooms with a height of more than 6 m increases: with a room height of 12 m - by 20%, 18 m - by 30%, 24 m - by 40%; at intermediate values ​​of the height of the premises, the increase in the number of people per 1 m of the width of the exit is determined by interpolation.

(New edition. Rev. No. 1)

5.26 The width of the evacuation exit (door) from the corridor to the outside or to the stairwell should be taken depending on the total number of people evacuating through this exit and the number of people per 1 m of the exit (door) width set in Table 4, but not less than 0, 8 m, in the presence of working disabled people with disorders of the musculoskeletal system - at least 0.9 m.

(New edition. Rev. No. 1)

5.27 In the presence of working disabled people with disorders of the musculoskeletal system, the width of the flight of stairs should be taken at least 1.2 m.

5.28 In rooms and corridors, smoke removal should be provided in case of fire in accordance with the requirements of fire safety regulations.

(Changed edition. Rev. No. 1)

When equipping industrial or warehouse buildings with automatic fire extinguishing installations, the floor areas indicated in tables 5 and within the fire compartments can be increased by 100%, with the exception of buildings of IV and V degrees of fire resistance.

Table 5

When warehouses are located in industrial buildings, the floor area of ​​warehouses within the fire compartment and their height (number of floors) should not exceed the values ​​\u200b\u200bspecified in Table 6.

If there are platforms, whatnots and mezzanines, the area of ​​\u200b\u200bwhich at any level exceeds 40% of the floor area of ​​\u200b\u200bthe room, the floor area is determined as for a multi-storey building with the number of floors determined by.

In one-story buildings of IV degree of fire resistance of fire hazard class C2, it is allowed to place rooms of categories A and B with a total area of ​​​​not more than 300 m 2. At the same time, these premises should be distinguished by fire partitions of the 1st type and fire ceilings of the 3rd type. The outer walls of these rooms must be of class K0 or K1.

(New edition. Rev. No. 1)

5.30 When placing technological processes with different explosion and fire hazards in the same building or room, measures should be taken to prevent explosion and fire spread. The effectiveness of these measures should be justified in the technological part of the project. If these measures are not effective enough, then technological processes with various explosion and fire hazards should be placed in separate rooms and separated in accordance with the requirements of fire safety regulations.

(Changed edition. Rev. No. 1)

5.31 Basements, when placing rooms of categories B1 - B3 in them, must be separated in accordance with the requirements of regulatory documents on fire safety.

(Changed edition. Rev. No. 1)

5.32 In hot shops with excessive heat release, enclosing structures should be designed, as a rule, not insulated.

5.33 On roofs with a slope of up to 12% inclusive in buildings with a height of more than 10 m to the eaves or top of the parapet, as well as on roofs with a slope of more than 12% in buildings with a height of more than 7 m to the bottom of the eaves, fences should be provided in accordance with the requirements of the standards. Regardless of the height of the building, railings that meet the requirements of this standard should be provided on roofs in operation.

(Changed edition. Rev. No. 1)

5.34 Roofs of heated buildings should be made with an internal drain. It is allowed to install roofs with an external organized drain in heated and unheated buildings, provided that measures are taken to prevent the formation of icicles and ice.

5.35 In one-story warehouse buildings with high-rise rack storage, it is allowed, upon justification, to use rack structures as support for covering and fastening external walls.

5.36 In warehouses for storing food products, it is necessary to provide: enclosing structures without protruding ribs and from materials that are not destroyed by rodents; solid and void-free canvases of external doors, gates and manhole covers; devices for closing openings of channels of ventilation systems; fencing with steel mesh (with meshes no larger than 12 × 12 mm) of ventilation openings in walls and air ducts located within a height of 1.2 m above floor level, and windows of basement floors (window steel mesh fencing structures must be opening or removable).

In the projects of such warehouse buildings, it is necessary to provide instructions on the careful sealing of holes for the passage of pipelines (in walls, partitions and ceilings) and interfaces of enclosing structures of premises (internal and external walls, partitions between themselves and with floors or ceilings).

Warehouses intended for the storage of food products can be equipped with deratization systems.

5.37 Columns and framing structures of openings in warehouse buildings in places of heavy traffic of floor transport must be protected from mechanical damage and painted in accordance with the requirements of GOST R 12.4.026.

To limit damage to columns during the movement of goods, as a rule, tubular sections should be used.

5.38 Loading and unloading ramps and platforms should be designed taking into account the requirements for protecting cargo and loading and unloading mechanisms from atmospheric precipitation.

A canopy over railway loading and unloading ramps and platforms must overlap the axis of the railway track by at least 0.5 m, and over automobile ramps it must block the roadway by at least 1.5 m from the edge of the ramp.

5.39 The length of the loading and unloading ramp should be determined depending on the cargo turnover and capacity of the warehouse, as well as on the basis of the space-planning solution of the building.

The width of the loading and unloading ramps and platforms must be taken in accordance with the requirements of the technology and safety of loading and unloading operations.

5.40 The structures of ramps and canopies adjacent to buildings of I, II, III and IV degrees of fire resistance of fire hazard classes C0 and C1 should be made of non-combustible materials.

5.41 Loading and unloading ramps and platforms must have at least two dispersed stairs or ramps.

5.42 The mark of the edge of the loading and unloading ramp for road transport from the side of the entrance of cars should be equal to 1.2 m from the surface level of the carriageway or loading and unloading area.

5.44 The width of the ramps for the passage of trucks should not be less than 0.6 m greater than the maximum width of a loaded vehicle. The slope of the ramps should be taken no more than 16% when placed indoors and no more than 10% when placed outside buildings.

5.45 In warehouses, the temperature, relative humidity and air velocity must be taken in accordance with the requirements of the cargo storage technology and the requirements of SP 60.13330.

Dock shelters should be mounted in the door openings in the outer walls, isolating the interior of the warehouse from the effects of the external environment.

5.46 The structures and materials of bases and floor coverings of warehouse buildings and premises should be assigned taking into account the perception of loads from stored goods, the type and intensity of mechanical effects of floor transport and dust separation, the accumulation of static electricity and sparking, taking into account the requirements of SP 29.13330.

The use of tar and tar mastics and other environmentally harmful materials is not allowed for floor coverings of warehouses intended for food storage.

When storing goods, the temperature of which exceeds 60 °C, heat-resistant floors should be provided.

5.47 Multi-storey warehouse buildings of categories B and C should be designed with a width of no more than 60 m.

5.48 Warehouse premises of industrial buildings should be separated from other premises in accordance with the requirements of regulatory documents on fire safety.

(Changed edition. Rev. No. 1)

5.49 Warehouse buildings with high-rise rack storage should be designed taking into account the requirements of fire safety regulations.

(Changed edition. Rev. No. 1)

5.50 When separating warehouses with goods that are identical in terms of fire hazard by partitions according to technological or sanitary conditions, the requirements for partitions are determined in the technological part of the project.

According to the requirements of the cargo storage technology, it is allowed to place the expedition, acceptance, sorting and picking of cargo directly in the storage facilities, without separating them with partitions. At the same time, the workplaces of merchandisers, experts, storekeepers, rejecters, accountants and operators are allowed to be fenced with partitions with non-standardized fire resistance limits and fire hazard class (glazed or with a mesh with a height of the blind part of not more than 1.2 m, collapsible and sliding).

The following terms are used in this document with their respective definitions:

mezzanine: A site inside a building, on which premises for various purposes are located (industrial, administrative and household or for engineering equipment).

insert (insert) in a one-story industrial building: A two- or multi-story part of a building located within a one-story building along its entire height and width (insert) or part of the height and width (insert), highlighted by enclosing structures.

building engineering equipment: A system of instruments, devices, machines and communications that provides the supply and removal of liquids, gases, electricity (water, gas, heating, electrical, sewer, ventilation equipment).

mobile (inventory) building or structure: see GOST 25957.

area: A single tier structure (no walls) located inside or outside a building, supported by self-contained supports, building structures, or equipment, and intended for the installation, maintenance, or repair of equipment.

number of storeys of the building: The number of floors of the building, including all above-ground floors, technical and basement, if the top of its floor is at least 2 m above the average planning elevation of the ground.

ground floor: Floor when the floor of the premises is not lower than the planning mark of the ground.

basement floor: Floor when the level of the floor of the premises is lower than the planning level of the ground by more than half the height of the room.

ground floor: Floor when the level of the floor of the premises is lower than the planning level of the ground by no more than half the height of the room.

technical floor: Floor for placement of engineering equipment and laying of communications; can be located in the lower (technical underground), upper (technical attic) or in the middle part of the building.

whatnot: A multi-tiered frame structure (without walls), free-standing in the building or outside it and intended for the placement and maintenance of technological and other equipment.

lanterns: Part of the covering of a building in the form of a glazed, usually superstructure, designed for aeration and (or) overhead lighting of industrial premises.

ramp: A structure intended for the production of loading and unloading operations. The ramp is adjacent to the wall of the warehouse on one side, and the other side is located along the railway track (railway ramp) or road access (car ramp). The ramp can be located inside the warehouse. The height of the ramp above floor level is determined by the mode of transport.

platform: Structure similar to the purpose of the ramp. Unlike a ramp, it is designed on two sides: one side is located along the railway track, and the opposite side is along the driveway.

high rack storage: Storage on racks with a storage height of more than 5.5 m.

terminal: A warehouse facility that provides for the optimal placement of goods in a warehouse and automated management of relationships with the external environment, including incoming, outgoing and internal flows.

dock shelter: System for sealing the opening between the storage room wall and the vehicle body.

Bibliography

Federal Law of December 30, 2009 No. 384-FZ "Technical Regulations on the Safety of Buildings and Structures"

These rules and regulations must be observed at all stages of the creation and operation of warehouse buildings and premises of the functional fire hazard class F5.2 (according to Federal Law No. 123FZ), intended for the storage of substances, materials, products and raw materials, including those located in buildings of another functional fire hazard, and not requiring special construction measures to maintain the specified parameters of the internal environment.
These standards do not apply to the design of warehouse buildings and premises for the storage of dry mineral fertilizers and chemical plant protection products, explosive, radioactive and highly toxic substances, combustible gases, non-combustible gases in containers under a pressure of more than 70 kPa (0.7 kgf / cm2), oil and oil products, rubber, celluloid, combustible plastics and film, cement, cotton, flour, compound feed, furs, furs and fur products, agricultural products, as well as for the design of buildings and premises for refrigerators and granaries.
1.2 In cases where warehouses provide for the possibility of using the labor of disabled people, additional requirements specified in the relevant paragraphs of SNiP 31-03 should be observed, depending on the type of disability.
When creating at the enterprise specialized warehouses intended for the use of the labor of disabled people, one should also be guided by SNiP 35-01-2001, SP 35-101-2001 "Design of buildings and structures, taking into account accessibility for people with limited mobility. General provisions"; SP 35-104-2001 "Buildings and premises with places of work for the disabled"

%D0%A1%D0%9F%2035-101-2001%20%20"> SP 35-104-2001"Buildings and premises with places of work for the disabled"
Natural and artificial lighting
PUE "Rules for electrical installations" 7th edition.
%D0%93%D0%9E%D0%A1%D0%A2%209238-83%20%20%D0%93%D0%B0%D0%B1%D0%B0%D1%80%D0%B8%D1 %82%D1%8B%20%D0%BF%D1%80%D0%B8%D0%B1%D0%BB%D0%B8%D0%B6%D0%B5%D0%BD%D0%B8%D1 %8F%20%D1%81%D1%82%D1%80%D0%BE%D0%B5%D0%BD%D0%B8%D0%B9%20%D0%B8%20%D0%BF%D0 %BE%D0%B4%D0%B2%D0%B8%D0%B6%D0%BD%D0%BE%D0%B3%D0%BE%20%D1%81%D0%BE%D1%81%D1 %82%D0%B0%D0%B2%D0%B0%20%D0%B6%D0%B5%D0%BB%D0%B5%D0%B7%D0%BD%D1%8B%D1%85%20 %D0%B4%D0%BE%D1%80%D0%BE%D0%B3%20%D0%BA%D0%BE%D0%BB%D0%B5%D0%B8%201520%20(1524)% 20%D0%BC%D0%BC.
GOST 12.4.026-2001 GOST 12.4.026-2001 “SSBT. Signal colors, safety signs and signal markings. Purpose and rules of application. General technical requirements and characteristics. Test methods";.
Approach dimensions of buildings and rolling stock of 1520 (1524) mm gauge railways.
Buildings mobile (inventory). General specifications.
Uniform sanitary rules for enterprises (production associations), workshops and sites intended for the use of the labor of disabled people and old-age pensioners. Ministry of Health of the USSR (dated March 1, 1983, No. 2672-83).
SO 153-34.21.122-2003 "Instruction for lightning protection of buildings, structures and industrial communications";
PPB 01-03 Fire safety rules in the Russian Federation

The following terms and definitions are adopted in these standards:
Ramp - a structure intended for the production of loading and unloading operations. The ramp is adjacent to the wall of the warehouse on one side, and the other side is located along the railway track (railway ramp) or road access (car ramp).
Platform - construction similar to the ramp purpose. Unlike a ramp, it is designed on two sides: one side is located along the railway track, and the opposite side is along the driveway.
High rack storage - storage on racks with a storage height of more than 5.5 m.
In these standards, the terms and definitions given in SNiP 31-03 are also adopted.

4.1 The fire safety requirements of these rules and regulations are based on the provisions and classifications adopted in the Federal Law of July 22, 2008 No. 123-FZ.
4.2 Buildings and structures at all stages of their life cycle must meet safety requirements in accordance With Federal Law No. 384 dated December 30, 2009 .
4.3 According to the explosion and fire hazard, buildings and premises of warehouses, depending on the stored substances, materials, products, raw materials and their packaging, are divided into categories A, B, V1-V4 and D in accordance with SP 5.13130, departmental (industry) technological design standards or special lists approved in the prescribed manner.
Note - Further in the text, the term "substances, materials, products and raw materials" are combined by the term "cargo".
4.4 Administrative, domestic buildings and premises for warehouse workers should be designed in accordance with the requirements of SNiP 2.09.04.
4.5 The calculation of the total area of ​​warehouse buildings should be carried out in accordance with the requirements of SNiP 31-03.
4.6 Placement in production buildings of expendable (intermediate) warehouses of raw materials and semi-finished products in the amount established by the norms of technological design to ensure a continuous technological process is allowed directly in production premises openly or behind mesh fences. In the absence of such data in the technological design standards, the quantity of these goods should, as a rule, not exceed the replacement requirement.
4.7 The placement of rooms of various categories in buildings and their separation from each other, the requirements for evacuation routes and exits, smoke exhaust devices, locks, tambour locks, stairwells and stairs, exits to the roof should be taken in accordance with the requirements of Federal Law No. 123, SNiP 31- 03, SP 1.13130, SP 2.13130, SP 4.13130, SP 7.13130.
4.8 In warehouse buildings, it is allowed to use polymer and polymer-containing materials and structures approved for use in construction by the Chief State Sanitary Doctor of the Russian Federation.
4.9 Automatic extinguishing and fire detection installations should be provided in accordance with SP 5.13130, as well as special lists approved in the prescribed manner.
Fire warning systems should be provided in accordance with SP 3.13130.

5.1 Space-planning solutions for warehouse buildings should provide the possibility of their reconstruction, changes in the technology of warehousing of goods without a significant restructuring of buildings.
5.2 When placing warehouse buildings on the territory of settlements, it is necessary to take into account the architectural design of the surrounding buildings.
5.3 The geometrical parameters of warehouse buildings - the dimensions of the spans, the steps of the columns and the height of the floors - are determined by the requirements of the technology; mobile (inventory) buildings - must comply with the requirements of GOST 22853.
5.4 It should, as a rule, combine in one building the premises of storages, expeditions, acceptance, sorting and picking of goods, as well as household, administrative and other premises, if this does not contradict technological, sanitary and fire safety requirements.
5.5 Power and sanitary equipment, when it is permissible under the operating conditions, should be placed in open areas, providing, if necessary, local shelters. It should not, as a rule, occupy the floor space of storage facilities and expeditions with engineering equipment.
5.6 The number of floors and the height of buildings (within the limits established by Table 6.3 of SP 2.13130) should be taken based on the results of comparing the technical and economic indicators of options for locating storage facilities in buildings of different heights.
5.7 The height of warehouse premises is assigned taking into account the mechanization of warehouse processes. The height from the floor to the bottom of structures and protruding elements of communications and equipment in places of regular passage of people and on evacuation routes should be at least 2 m.
5.8 In one-story warehouse buildings with high-rise rack storage, it is allowed, upon justification, to use rack structures for covering supports and fastening structures of external walls.
5.9 External enclosing structures of warehouses of categories A and B should be designed to be easily dropped in accordance with the requirements of SNiP 31-03.
5.10 In warehouses for storing food products, it is necessary to provide: enclosing structures without voids from materials that are not destroyed by rodents; solid and void-free canvases of external doors, gates and manhole covers; devices for closing openings of channels of ventilation systems; fencing with steel mesh (with meshes no larger than 12 × 12 mm) of ventilation openings in walls and air ducts located within a height of 0.6 m above floor level, and windows of basement floors (window steel mesh fencing structures must be opening or removable).
In the projects of such warehouse buildings, it is necessary to provide instructions on the careful sealing of holes for the passage of pipelines (in walls, partitions and ceilings) and interfaces of enclosing structures of premises (internal and external walls, partitions between themselves and with floors or ceilings).
For floor coverings of warehouses intended for the storage of food products, the use of tar and tar mastics is not allowed.
5.11 Columns and frames of openings in warehouse buildings in areas of heavy truck traffic must be protected from mechanical damage and painted in accordance with the requirements of GOST 12.4.026.
5.12 Loading and unloading ramps and platforms should be designed taking into account the requirements for protecting cargo and handling mechanisms from atmospheric precipitation.
A canopy over railway loading and unloading ramps and platforms must overlap the axis of the railway track by at least 0.5 m, and over automobile ramps it must block the roadway by at least 1.5 m from the edge of the ramp.
5.13 The length of the loading and unloading ramp should be determined depending on the turnover and capacity of the warehouse, as well as on the basis of the space-planning solution of the building.
The width of the loading and unloading ramps and platforms must be taken in accordance with the requirements of the technology and safety of loading and unloading operations.
5.14 Loading and unloading ramps and platforms must have at least two dispersed stairs or ramps.
5.15 The mark of the edge of the loading and unloading ramp for road transport from the side of the entrance of cars should be equal to 1.2 m from the surface level of the carriageway or loading and unloading area.
5.16 Loading and unloading ramps and platforms for railway rolling stock should be designed taking into account the requirements of GOST 9238.
5.17 The width of the ramps for the passage of floor vehicles must be at least 0.6 m greater than the maximum width of a loaded vehicle. The slope of the ramps should be taken no more than 16% when placed indoors and no more than 10% when placed outside buildings.
5.18 The construction of gates, railroad track entries, skylights, internal drains, parapets and devices for cleaning and repairing windows and skylights should be taken in accordance with the requirements of SNiP 31-03.
5.19 In warehouses, the temperature, relative humidity and air velocity must be taken in accordance with the requirements of the cargo storage technology and the requirements of SNiP 41-01.
5.20 The structures and materials of the bases and floor coverings of warehouse buildings and premises should be assigned taking into account the perception of loads from stored goods, the type and intensity of mechanical effects of floor transport and dust separation in accordance with the requirements of SNiP 2.03.13.
5.21 The degree of fire resistance, the class of constructive fire hazard, the height of storage buildings and the floor area of ​​the building within the fire compartment should be taken from Table 6.3 of SP 2.13130.
When warehouses are located in industrial buildings, the floor area of ​​warehouses within the fire compartment and their height (number of floors) should not exceed the values ​​\u200b\u200bspecified in Table 6.3 of SP 2.13130.
In case of combinations of the degree of fire resistance and the fire hazard class of the building not provided for in this table, the floor area and height of the building are taken according to the worst of these indicators for this category of the building or Special Technical Conditions (STU) are developed, which are agreed upon in the prescribed manner.
5.22 Multi-storey warehouse buildings of categories B and C should be designed with a width of no more than 60 m.
5.23 The area of ​​the first floor of a multi-storey building is allowed to be taken according to the norms of a one-story building, if the ceiling above the first floor is type 1 fireproof.
5.24 To comply with the safety requirements set forth in Federal Law No. 123-FZ of July 22, 2008 "Technical Regulations on Fire Safety Requirements", warehouses of categories B1-B3 of industrial buildings should be separated from other premises by fireproof partitions of the 1st type and floors of 3- th type, and when storing products on high-rise racks - with fire walls of the 1st type and ceilings of the 1st type. At the same time, warehouses finished products categories B1-B3, located in industrial buildings, should, as a rule, be located near the outer walls.
5.25 Warehouse buildings with high-rise rack storage of category B should be designed as one-story I-IV fire resistance classes C0 with skylights or exhaust shafts on a smoke exhaust cover.
Racks, if allowed by the storage technology, must have horizontal screens made of non-combustible materials with a height step of not more than 4 m.
Screens should cover the entire horizontal section of the rack, including the gaps between paired racks, and should not interfere with loading and unloading operations. Screens and bottoms of containers and trays shall have holes 10 mm in diameter, evenly spaced, with a square side of 150 mm.
Shelving should be provided with transverse passages at least 2 m high and at least 1.5 m wide every 40 m, leading to emergency exits. Passages within the racks must be separated from the rack structures with fireproof partitions.
5.26 When separating warehouses with goods that are the same in terms of fire hazard by partitions according to technological or sanitary conditions, the requirements for partitions are determined in the technological part of the project.
According to the requirements of the cargo storage technology, it is allowed to place the expedition, acceptance, sorting and picking of cargo directly in the storage facilities, without separating them with partitions. At the same time, the workplaces of merchandisers, experts, storekeepers, rejecters, accountants and operators are allowed to be fenced with partitions with non-standardized fire resistance limits and fire hazard class (glazed or with a mesh with a height of the blind part of not more than 1.2 m, collapsible and sliding).
5.27 The area of ​​window openings in the storage rooms of warehouse buildings must be at least the area determined in accordance with the requirements of SNiP 23-05. In window openings, opening window transoms should be arranged with a total area determined by the calculation of smoke exhaust in case of fire.
It is allowed not to arrange window openings in storage rooms while ensuring smoke removal in accordance with the requirements of SP 7.13130.
5.28 The structures of ramps and canopies adjacent to buildings of I, II, III and IV degrees of fire resistance of fire hazard classes C0 and C1 should be made of non-combustible materials.

SET OF RULES

INDUSTRIAL BUILDINGS

UPDATED VERSION OF SNiP 31-03-2001

production buildings

SP 56.13330.2011

Foreword

The goals and principles of standardization in the Russian Federation are established by the Federal Law of December 27, 2002 N 184-FZ "On technical regulation", and the development rules - by the Decree of the Government of the Russian Federation of November 19, 2008 N 858 "On the procedure for developing and approving sets of rules ".

About the set of rules

1. Performers - Central Research and Design and Experimental Institute of Industrial Buildings and Structures (TsNIIPromzdaniy OJSC).
2. Introduced by the Technical Committee for Standardization TC 465 "Construction".
3. Prepared for approval by FGU "FCS".
4. Approved by the Order of the Ministry of Regional Development of the Russian Federation (Ministry of Regional Development of Russia) dated December 30, 2010 N 850 and entered into force on May 20, 2011.
5. Registered by the Federal Agency for Technical Regulation and Metrology (Rosstandart). Revision of SP 56.13330.2010 and SP 57.13330.2010.

Information about changes to this set of rules is published in the annually published information index "National Standards", and the text of changes and amendments - in the monthly published information indexes "National Standards". In case of revision (replacement) or cancellation of this set of rules, a corresponding notice will be published in the monthly published information index "National Standards". Relevant information, notification and texts are also posted in the public information system - on the official website of the developer (Ministry of Regional Development of Russia) on the Internet.

Introduction

This set of rules has been drawn up in order to increase the level of safety in buildings and structures for people and the safety of material assets in accordance with the Federal Law of December 30, 2009 N 384-FZ "Technical Regulations on the Safety of Buildings and Structures", fulfilling the requirements of the Federal Law of November 23 2009 N 261-FZ "On Energy Saving and Improving Energy Efficiency and on Amending Certain Legislative Acts of the Russian Federation", increasing the level of harmonization of regulatory requirements with European and international regulatory documents, the use of uniform methods for determining operational characteristics and evaluation methods. The requirements of the Federal Law of July 22, 2008 N 123-FZ "Technical Regulations on Fire Safety Requirements" and the sets of rules for the fire protection system were also taken into account.
The update was carried out by the team of authors of OJSC "TsNIIPromzdaniy": General Director, Dr. Tech. sciences, prof. V.V. Granev, Deputy General Director Ph.D. tech. sciences, prof. CM. Glikin, head of the scientific research sector, Ph.D. tech. Sciences T.E. Storozhenko, Leading Researcher, Doctor of Architecture, prof. B.S. Istomin.

1 area of ​​use

1.1. This set of rules must be observed at all stages of the creation and operation of industrial and laboratory buildings, industrial and laboratory premises, workshops (functional fire hazard class F5.1), as well as warehouse buildings and premises intended for the storage of substances, materials, products and raw materials ( cargo) (functional fire hazard class F5.2), including those built into buildings of another functional fire hazard, in order to meet the requirements of the Federal Law of December 30, 2009 N 384-FZ "Technical Regulations on the Safety of Buildings and Structures".
1.2. This SP does not apply to buildings and premises for the production and storage of explosives and explosives, for military purposes, underground structures of subways, mine workings, storage buildings and premises for the storage of dry mineral fertilizers and chemical plant protection products, explosive, radioactive and highly poisonous substances, combustible gases, non-combustible gases in containers under a pressure of more than 70 kPa, oil and oil products, rubber, celluloid, combustible plastics and film, cement, cotton, flour, animal feed, furs, furs and fur products, agricultural products, as well as for design buildings and premises for refrigerators and granaries.
1.3. In cases where enterprises or warehouses provide for the possibility of using the labor of disabled people, additional requirements specified in the relevant paragraphs of these standards should be observed, depending on the type of disability.
When creating at an enterprise specialized workshops or specialized warehouses (sites) intended for the use of the labor of disabled people, one should also be guided by the uniform sanitary rules for enterprises (production associations), workshops and sites intended for the use of the labor of disabled people and old-age pensioners, SP 59.13330, codes rules, .
It is not allowed to create such workshops or warehouses (sites) located in the premises of categories A and B.

Regulatory documents referred to in the text of this SP are given in Appendix A.
Note. When using this set of rules, it is advisable to check the effect of reference standards and classifiers in the public information system - on the official website of the National Body of the Russian Federation for Standardization on the Internet or according to the annually published information index "National Standards", which was published as of January 1 of the current year , and according to the corresponding monthly published information signs published in the current year. If the referenced document is replaced (modified), then when using this set of rules, one should be guided by the replaced (modified) document. If the referenced document is canceled without replacement, the provision in which the link to it is given applies to the extent that this link is not affected.

3. Terms and definitions

This set of rules adopts the terms and definitions given in Appendix B.

4. Basic provisions

4.1. Buildings and structures at all stages of their life cycle must meet safety requirements in accordance with the Federal Law of December 30, 2009 N 384-FZ "Technical Regulations on the Safety of Buildings and Structures".
4.2. The fire safety requirements of these norms and rules are based on the provisions and classifications adopted in the Federal Law of July 22, 2008 N 123-FZ "Technical Regulations on Fire Safety Requirements".
4.3. When designing buildings, you should:
combine, as a rule, in one building premises for various industries, warehouses, including premises for expeditions, acceptance, sorting and picking of goods, administrative and amenity premises, as well as premises for engineering equipment;
develop space-planning and design solutions in accordance with the requirements of the national standard "Project documentation system for construction. Modular coordination of dimensions in construction. Basic provisions";
comply with the energy saving requirements of Federal Law No. 261-FZ of November 23, 2009 "On Energy Saving and Improving Energy Efficiency and on Amendments to Certain Legislative Acts of the Russian Federation";
take the number of floors and the height of the building within the limits established by 5.29, based on the results of comparing the technical and economic indicators of options for locating production or a warehouse in buildings of different number of storeys (heights), taking into account ensuring a high level of architectural solutions and energy efficiency;
take space-planning and design decisions in accordance with the technological part of the project, developed in accordance with the norms of technological design. Space-planning solutions for warehouse buildings should provide the possibility of their reconstruction, changes in the technology of warehousing of goods without a significant restructuring of buildings;
when blocking individual workshops, warehouses and structures, if possible, avoid differences in the height of spans of buildings and internal corners of external enclosing structures;
take the area of ​​light openings in accordance with the design standards for natural and artificial lighting SP 52.13330, taking into account the requirements of 5.10;
accept buildings without light openings, if this is allowed by the conditions of technology, sanitary and hygienic requirements and economic feasibility;
to use mainly buildings with enlarged blocks of engineering and technological equipment in a prefabricated prefabricated block design;
work out options for replacing overhead cranes with floor types of handling equipment;
develop space-planning solutions, engineering support systems, taking into account environmental requirements that comply with the legislative acts of the Russian Federation.
4.4. Placement in production buildings of expendable (intermediate) warehouses of raw materials and semi-finished products in the amount established by the norms of technological design to ensure a continuous technological process is allowed directly in production premises openly or behind mesh fences. In the absence of such data in the norms of technological design, the quantity of the indicated cargoes should, as a rule, not exceed one and a half shift requirements.
4.5. The safety of people staying in buildings should be ensured by sanitary-epidemiological and microclimatic conditions: the absence of harmful substances in the air of working areas above the maximum permissible concentrations, the minimum release of heat and moisture into the premises; the absence of noise, vibration, the level of ultrasound, electromagnetic waves, radio frequencies, static electricity and ionizing radiation above the permissible values, as well as the limitation of physical exertion, attention strain and the prevention of fatigue for workers in accordance with the requirements of SanPiN 2.2.4.548, SP 2.2.2.1327 and existing hygienic standards.
4.6. The implementation of the technological process and the fulfillment of the requirements for the microclimate of the premises should be carried out taking into account the provision of economical use of energy resources.
It is allowed to reduce the temperature of the premises during off-hours, if this is stipulated in the terms of reference or regulations.
Engineering systems must have automatic or manual regulation of the air supply system. Building heating systems must be equipped with heat flow control devices.
At the entrances to buildings in areas with an estimated outdoor temperature of minus 15 ° C and below, it is necessary to provide for the installation of tambours-locks or air-thermal curtains.
4.7. In warehouse buildings, it is allowed to use polymeric and polymer-containing materials in building structures that are approved for use in construction by a sanitary and epidemiological conclusion.
4.8. To eliminate the negative impact of production facilities on the environment, measures should be taken to treat and neutralize industrial effluents, capture and treat technological and ventilation emissions, and introduce waste-free and low-waste technologies; timely removal, neutralization and disposal of production waste.
4.9. Architectural decisions of buildings should be made taking into account the urban planning, natural and climatic conditions of the construction area and the nature of the surrounding buildings. Color finishing of interiors should be provided taking into account the requirements of GOST 14202 and GOST R 12.4.026.
4.10. According to the explosion and fire hazard, premises and buildings are divided into categories A, B, C1 - C4, D, D and A, B, C, D, D, respectively, depending on the technological processes located in them and the properties of the substances located (circulating) or stored and materials, products, raw materials and their packaging.
Categories of buildings and premises are established in the technological part of the project in accordance with SP 12.13130, technological design standards.
4.11. The total area of ​​the building is defined as the sum of the areas of all floors (above-ground, including technical, basement and basement), measured within the inner surfaces of the outer walls (or the axes of the extreme columns, where there are no outer walls), tunnels, internal platforms, mezzanines, all tiers of internal whatnots , ramps, galleries (horizontal projection) and transitions to other buildings. The total area of ​​the building does not include the areas of the technical underground with a height of less than 1.8 m to the bottom of the protruding structures (which do not require passages for servicing communications), above suspended ceilings designed in accordance with 5.5, as well as platforms for servicing crane runways, cranes, conveyors, monorails and lamps.
The area of ​​premises occupying two or more floors in height within a multi-storey building (double-height and multi-height) should be included in the total area within one floor.
When determining the number of storeys of a building, platforms, tiers of whatnots and mezzanines are taken into account, the area of ​​\u200b\u200bwhich at any level is more than 40% of the floor area of ​​the building.
The floor area of ​​the building within the fire compartment is determined by the inner perimeter of the outer walls of the floor, with the exception of the area of ​​the staircases. If there are platforms and whatnots, the floor area includes in a one-story building the area of ​​​​all platforms, tiers of whatnots and mezzanines, in a multi-storey building - the area of ​​\u200b\u200bthe platforms, tiers of whatnots and mezzanines within the distance in height between the marks of the platforms, tiers of whatnots and mezzanines with an area at each mark of more than 40% of the floor area of ​​the floor. The floor area of ​​the building within the fire compartment does not include external ramps for road and rail transport.
The built-up area is determined by the outer perimeter of the building at the basement level, including protruding parts, driveways under the building, parts of the building without external enclosing structures.
4.12. The construction volume of a building is determined as the sum of the construction volume of the above-ground part from the +/- 0.00 mark and the underground part from the finished floor mark to the +/- 0.00 mark.
The construction volume of the aboveground and underground parts of the building is determined within the outer surfaces of the enclosing structures, including light and aeration lamps, of each part of the building.
4.13. Administrative and amenity buildings, as well as administrative and amenity premises for those working in industrial buildings or warehouses, should be designed in accordance with the requirements of SP 44.13330.
4.14. Automatic fire extinguishing and fire alarm installations should be provided in accordance with SP 5.13130.
Warning and evacuation control systems in case of fire should be provided in accordance with SP 3.13130.