Home divination A set of rules for the design of temples. A set of rules for the design and construction of buildings, structures and complexes of Orthodox churches. Code of Practice for Design and Construction

divination

A set of rules for the design of temples. A set of rules for the design and construction of buildings, structures and complexes of Orthodox churches. Code of Practice for Design and Construction

The buildings, structures and complexes of orthodox temples

Introduction date 1999-12-27

Foreword

1 DEVELOPED AND INTRODUCED by the Architectural and Artistic Design and Restoration Center of the Moscow Patriarchate, ACC "Arkhkhram"

DEVELOPERS: arch. M.Yu.Kesler - head of the theme; archit. A.N. Obolensky (ACHC "Arkhkhram") with the participation of: Ph.D. archit. A.M.Garnets (Institute of Public Buildings), Ph.D. archit. L.A. Viktorova (Federal Scientific and Technical Center for Construction Certification), Ph.D. tech. Sciences V.G.Gagarin, Ph.D. Sciences Kh.A.Schirzhetsky (NIISF)

3 INTRODUCED for the first time

1 area of use

These rules apply to the design of newly erected and reconstructed buildings, structures and complexes Orthodox churches, as well as the premises of house churches built into buildings for other purposes. The design of monastic complexes, missions and diocesan centers must be carried out in accordance with the approved design assignments, taking into account the requirements of this Code of Rules. The rules do not apply to the design of temples temporarily placed in collapsible and other similar buildings.

2 Normative references

The list of regulatory documents referenced in the Code of Practice is given in Appendix A.

In case of exclusion from the number of current regulatory documents referred to in this Code of Rules, one should be guided by the norms introduced instead of the excluded ones.

3 Terms and definitions

Terms and definitions are given in Appendix B.

4 General provisions

4.1 This Code of Rules has been developed in accordance with the requirements of SNiP 10-01 and is in force in the development of SNiP 2.08.02.

4.2 Items of this Code of Rules marked with "*" are mandatory.

Provisions in bold are required by the Church.

4.3 The complexes of Orthodox churches, in accordance with their functional purpose, are divided into diocesan centers, spiritual missions, parish and monastic complexes and churches as part of complexes, buildings and structures for public and residential purposes. Their location, approximate composition, main and additional set of buildings, structures and premises for liturgical and auxiliary purposes are shown in Table 1.

Table 1

Type of complex			3buildings, buildings and premises				Note
			liturgical purpose		auxiliary purpose
			Basic (capacity)	Additional	Main	Additional

Diocesan Center		citywide center	Cathedral (2-5 thousand people)	Baptismal Bell Tower house church	Diocesan Administration of the Church clergy house Household services, including garage	Theological School Sunday School Editorial Board of the Bishops' House church shop
Orthodox mission		Within the residential area of the city	Temple (up to 100 people)	baptismal	Church and clergy house Household services Church shop	Sunday school Hotel Residential houses clergy
parish complex	Urban	Planning area center	Temple (450-1500 people)	Baptismal Chapel	Church and clergy house Household services Church shop	Sunday School (Gymnasium) Hotel Almshouse Medical center Residential houses pricht	Detailed composition of the parish complex, see Table. 3
	Rural	Rural settlement center	(100-300 people)	"Summer" temple	Church and clergy house Household services	Sunday School Hotel Residential houses pricht
Monastic complex	Monastery	Suburban residential area Urban area Rural settlement	(100-2000 people)	Refectory Church Hospital Church Gate Church House Church Belfry Chapel	Cell building House of the governor Hotel Hoz. services Church shop	Sunday School Production workshops
		Territory of the monastery Suburban area Outside built-up areas	Temple (50-100 people) Chapel		Cell buildings Household services
	Compound	Urban area Rural settlement	Temple (100-600 people)		Cell building Hotel Adm. household services. church services. shop	Viceroy Corps Sunday School Workshops Warehouse
	Cemetery	Entrance area of cemeteries	(100-900 people) Chapel		Church and clergy house Household church services. shop	Production workshops
	Memorial Complex	Memorial zone of the residential area Suburban zone	Temple (50-300 people) Chapel	Belfry	Premises: Church clergy; Household
As part of complexes and public buildings	Social institutions, medical institutions	Territory of the institution Built into the buildings of the institutions (upper floor)	Temple (50-100 people) Chapel		Church clergy premises		Ancillary facilities built in
	Educational establishments	Embedded in buildings educational institutions(upper floor)	Temple (100-500 people) Chapel
	military units	Part territory	Temple (100-300 people) Chapel
	Places of detention	Territory of the zone, prisons	Temple (100-300 people) Chapel
In residential buildings	residential buildings	Embedded in residential buildings	House Church Chapel

4.4 The capacity of churches is determined by calculation based on the number and demographic composition of the served population in accordance with the methodology set out in Appendix D. The estimated capacity of city parish churches is shown in Table 2.

table 2

4.5 Most common type temple complex is a parish. An approximate list of groups of buildings, structures and premises of parish temple complexes, which can be shortened or supplemented in the design assignment, is given in Table 3.

Table 3

Assignment of groups of buildings, structures and premises	List of buildings, structures and premises	measurements	Quantity

liturgical	Temple (with 1-3 aisles), including summer and winter
	Belfry (bell tower)
	baptismal

Office and household	Church and clergy house	m
	Hotel
	Residential houses pricht	apartment
educational	Sunday School
	Gymnasium
	Library
Charity	Almshouse
	Medical Center	visits / day
	mother and baby room
	Refectory	fast. places
Household	Church shop (kiosk, shop)	m
	prosphora	m
	Art workshops	m

		m

4.7* When reconstructing, restoring and overhauling buildings and structures of Orthodox churches that are historical and cultural monuments, in addition to the requirements specified in the Code of Rules, one should take into account the requirements of legislation on the protection and use of historical and cultural monuments.

In the case of new construction in the territories of historical and cultural monuments, the design should be carried out on the basis of a plan assignment issued by the Department of State Control and Protection of Historical and Cultural Monuments.

4.8* The design of fire protection for buildings, structures and complexes of Orthodox churches, as well as compliance with the fire regime during their construction, reconstruction and repair, must be carried out in accordance with the requirements of SNiP 21-01, NPB 108, PPB 01 and other applicable norms and rules.

4.9* To calculate the total, usable and normalized area, construction volume, built-up area and number of storeys of buildings and structures of complexes of Orthodox churches, one should be guided by Appendix 3 of SNiP 2.08.02 and Appendix B of this Code of Rules.

SP 31-103-99
CODE OF RULES FOR DESIGN AND CONSTRUCTION

BUILDINGS, STRUCTURES AND COMPLEXES OF ORTHODOX CHURCHES
The buildings, structures and complexes of orthodox temples

Introduction date 1999-12-27

FOREWORD

1 DEVELOPED AND INTRODUCED by the Architectural and Artistic Design and Restoration Center of the Moscow Patriarchate, ACC "Arkhkhram"
DEVELOPERS: arch. M.Yu.Kesler - head of the theme; archit. A.N. Obolensky (ACHC "Arkhkhram") with the participation of: Ph.D. archit. A.M.Garnets (Institute of Public Buildings), Ph.D. archit. L.A. Viktorova (Federal Scientific and Technical Center for Construction Certification), Ph.D. tech. Sciences V.G.Gagarin, Ph.D. Sciences Kh.A.Schirzhetsky (NIISF)

3 INTRODUCED for the first time

1 AREA OF USE

These rules apply to the design of newly erected and reconstructed buildings, structures and complexes of Orthodox churches, as well as the premises of house churches built into buildings for other purposes. The design of monastic complexes, missions and diocesan centers must be carried out in accordance with the approved design assignments, taking into account the requirements of this Code of Rules. The rules do not apply to the design of temples temporarily placed in collapsible and other similar buildings.

The list of regulatory documents referenced in the Code of Practice is given in Appendix A.
In case of exclusion from the number of current regulatory documents referred to in this Code of Rules, one should be guided by the norms introduced instead of the excluded ones.

3 TERMS AND DEFINITIONS

Terms and definitions are given in Appendix B.

4 GENERAL

4.1 This Code of Rules has been developed in accordance with the requirements of SNiP 10-01 and is in force in the development of SNiP 2.08.02.
4.2 Items of this Code of Rules marked with "*" are mandatory.
Provisions in bold are required by the Church.
4.3 The complexes of Orthodox churches, in accordance with their functional purpose, are divided into diocesan centers, spiritual missions, parish and monastic complexes and churches as part of complexes, buildings and structures for public and residential purposes. Their location, approximate composition, main and additional set of buildings, structures and premises for liturgical and auxiliary purposes are shown in Table 1.

Table 1

No. p.p. Type of the complex Recommended placement in the residential area Buildings, structures and premises Note
liturgical purpose auxiliary purpose
Basic (capacity) Additional Basic Additional
1 2 3 4 5 6 7 8
1 Diocesan center City center Cathedral (2-5 thousand people) Chapel
Baptismal Bell Tower
House Church Diocesan Administration of the Church
clergy house
Household services, including a garage Theological school Sunday school Editorial office of the Bishop's House
church shop

2 Orthodox mission Within the residential area of the city Temple (up to 100 people) Baptismal
Household services Church shop Sunday school Hotel Residential houses clergy
3 Parish complex City Center of the planning area Temple (450-1500 people) Baptismal Chapel Church and clergy house
Household Services Church Shop Sunday School
(Gymnasium) Hotel Almshouse Medical center
Residential houses of the clergy Detailed composition of the parish complex, see Table. 3
4 Rural Center of Rural Settlement Khram
(100-300 people) "Summer" temple
Chapel Church and clergy house
Household Services Sunday School Hotel
Residential houses pricht
5 Monastic
Complex Monastery Suburban area Residential area Urban area
Rural settlement Temple
(100-2000 people) Refectory church Hospital church
Gate Church House Church Belfry Chapel
Cell building
House of the governor Hotel Hoz. Services Church Shop Sunday School
Production workshops
6 Skete Territory of the monastery Suburban area
Outside settlements Temple (50-100 people) Chapel Chapel Cell buildings
Household services
7
Podvorie Urban area
Rural settlement Temple (100-600 people) Chapel Private building Hotel Adm. household services. church services. Shop Viceroy's Corps Sunday School Workshops Warehouse
Garage

8 As part of complexes and public buildings Cemetery Entrance zone of cemeteries Temple
(100-900 people) Chapel Chapel Church and clergy house
Household church services. Shop Production workshops
9
Memorial complex Memorial zone of the residential area Suburban zone Temple (50-300 people) Chapel Belfry Premises:
- church clergy;
- economic
10 As part of complexes and buildings for public purposes Social institutions, medical institutions Territory of the institution Built into the buildings of institutions (upper floor) Temple (50-100 people) Chapel Premises of the church clergy Auxiliary premises built
11 Educational institutions Built into the buildings of educational institutions (upper floor) Temple (100-500 people) Chapel Same Same
12 Military units Territory of the unit Temple (100-300 people) Chapel " "
13 Places of detention Territory of the zone, prisons Temple (100-300 people) Chapel " "
14 In residential buildings Residential buildings Embedded in residential buildings House church Chapel

table 2

Estimated population, thousand people Church capacity, people
60 450
120 900
200 1500
Note. The capacity figure corresponds to the attendance of the temple in holidays(for regions with a predominantly Orthodox population).

4.5 The most common type of temple complex is the parish. An approximate list of groups of buildings, structures and premises of parish temple complexes, which can be shortened or supplemented in the design assignment, is given in Table 3.

Table 3

Purpose of groups of buildings, structures and premises List of buildings, structures and premises Unit
measurements Quantity
1 2 3 4
Liturgical Temple (with 1-3 aisles), including summer and winter people. 100-1500
Belfry (bell tower) tier 1-3
Baptismal m 30-150
Chapel 1-20
Office and amenity Church and clergy house m Up to 1000
Hotel pers. " 20
Residential buildings pricht apartment 1-3
Educational Sunday School pers. Up to 100
Gymnasium "" 300
Library " " 15
Charitable Almshouse pers. up to 20
Medical point visited / day " 30
Mother and child room " 10
Refectory post. places "20
Household shops Church shop (kiosk, shop) m 5-50
Prosphora m 20-50
Art workshops m 20-100
Garage car 1-3
Warehouses m Up to 50

4.6* When designing buildings and structures of complexes of Orthodox churches, devices and measures should be provided for convenient access for disabled people and their use of premises based on section 4 of SNiP 2.08.02 and VSN 62.
4.7* When reconstructing, restoring and overhauling buildings and structures of Orthodox churches that are historical and cultural monuments, in addition to the requirements specified in the Code of Rules, one should take into account the requirements of legislation on the protection and use of historical and cultural monuments.
In the case of new construction in the territories of historical and cultural monuments, the design should be carried out on the basis of a plan assignment issued by the Department of State Control and Protection of Historical and Cultural Monuments.
4.8* The design of fire protection for buildings, structures and complexes of Orthodox churches, as well as compliance with the fire regime during their construction, reconstruction and repair, must be carried out in accordance with the requirements of SNiP 21-01, NPB 108, PPB 01 and other applicable norms and rules.
4.9* To calculate the total, usable and normalized area, building volume, built-up area and number of storeys of buildings and structures of complexes of Orthodox churches, one should be guided by Appendix 3 of SNiP 2.08.02 and Appendix B of this Code of Rules.

5 LOCATION AND TERRITORY REQUIREMENTS

5.1 Territories for the construction of temple complexes in residential areas are allocated in accordance with master plans, and in their absence - according to development schemes.
Territories for the construction of temple complexes located outside the boundaries of urban and rural settlements are allocated on the basis of projects and schemes for district planning, suburban zone projects.
5.2* In the residential area, buildings, structures and complexes of Orthodox churches should be placed on the basis of an urban planning task, as a rule, near existing utilities and roads, provided that they are provided with public passenger transport.
The ways of approaches to the temples should not cross the carriageway of the main streets at the same level.
5.3 The selection of sites in the residential area is recommended to be made taking into account the dominant role of the temple in the formation of the surrounding development: areas with elevated relief, oriented along the axes of the main roads, taking into account their configuration, the development of neighboring sites, etc., depending on urban conditions.
5.4 Monasteries may be located in a residential area or outside the boundaries of urban and rural settlements. Sketes can be located on the territory of the monastery or on a separate site, including outside the residential area. Monastic farmsteads can be located in urban and rural settlements.
5.5 The sizes of land plots of parish temple complexes, including the main buildings and structures of liturgical and auxiliary purposes, are recommended to be taken on the basis of a specific indicator - 7 m of land area per unit of temple capacity.
During the construction of temple complexes in areas of crowded urban development, a decrease in the specific indicator of a land plot (m per unit of capacity) is allowed, but not more than by 20-25%.
5.6* Minimum distances between buildings should be taken in accordance with the requirements of SNiP 2.07.01 and SNiP 21-01.
5.7 The planning of the territories of diocesan centers, spiritual missions, monastic complexes and public-purpose complexes, including buildings and structures of Orthodox churches, should be carried out in accordance with the design assignment and town planning conclusion.
5.8 It is not recommended to place buildings and structures that are not functionally related to them on the land plots of temple complexes. It is allowed to provide plots next to the land plots of churches for the placement of residential buildings of the church clergy, almshouses, hotels, workshops and household services. The size of the plots and the range of buildings and structures located on adjacent plots are established by the design task. When justified, depending on local conditions, it is allowed to place residential houses of a church clergy on land plots of churches, which should be designed in accordance with SNiP 2.08.01.
5.9 The territory of the temple complex should be divided into functional zones:
- input;
- temple;
- auxiliary purpose;
- economic.
An approximate scheme of the master plan of the parish city temple complex is given in Appendix D.
5.10 In the entrance area, an entrance for vehicles and an entrance for parishioners should be provided. In this zone, kiosks and church shops for the sale of church supplies, places for the parishioners to relax are provided. The entrance area must have a connection with the temple area.
5.11 The temple area intended for religious ceremonies should have a direct connection with the entrance and auxiliary areas. In the temple area, buildings of temples, bell towers and belfries, chapels, monuments, consecrated wells, sites for religious events and recreation for parishioners should be provided.
A circular detour must be provided around the temple for passing procession during church holidays wide, as a rule, from 3 to 5 m with platforms up to 6 m wide in front of the side entrances to the temple and opposite the altar.
In front of the main entrance to the temple, located, as a rule, on the western side, an area should be provided at the rate of 0.2 m2 per place in the temple.
The position of the temples is determined by the church requirement for the orientation of the altar in the east direction with a possible shift within 30 ° due to the town planning features of the location of the site.
5.12 Temple buildings should be placed, as a rule, no closer than 3 m from the red building lines to organize a circular detour around the temple. During the reconstruction and construction of churches in areas of crowded urban development, this distance can be reduced, but with the possibility of organizing a roundabout, up to the red building lines with the exit of the procession outside the temple territory.
5.13 In the temple area, burials are allowed in accordance with the Sanitary Rules for the Arrangement and Maintenance of Cemeteries. The issue of each burial should be resolved with the participation of the State Sanitary and Epidemiological Supervision.
5.14 An auxiliary zone intended for the organization of parish, educational, charitable and other activities should, as a rule, be connected with the entrance and temple zone. In this zone, it is recommended to place a church and clergy house, a Sunday school, an almshouse or other buildings and structures in accordance with the design assignment.
The church and clergy house, hotel and Sunday school can be separate or interconnected, and sometimes with a church and a utility block. The almshouse is recommended to be located adjacent to the green areas of the temple complex. Lay-rooms for parishioners can be located in a separate building or be interlocked with other auxiliary buildings of the temple complex. Toilets for clergy should be located separately from public toilets.
5.15 Depending on the town-planning situation, auxiliary buildings and structures can be located on the site of the temple in accordance with the functional zoning of the territory, as well as in the stylobate part of the temple or in extensions to it.
5.16 The economic zone of the parish temple complex, intended for the placement of household structures, including warehouses, workshops, a garage for vehicles, a platform for a garbage collector and a stove device for burning memorial notes, must have convenient access roads from transport routes (including for firefighters). cars) and be equipped with parking for trucks and cars belonging to the temple. The area of the economic zone is determined by the size of buildings and structures for household purposes, the number of vehicles determined by the design assignment, and is approximately 15% of the site area. The entrance of cargo vehicles should be provided from the side of the economic zone of the temple complex.
In large monastic complexes with a developed system of buildings and structures for household purposes, when designing an economic zone, one should be guided by SNiP 2.09.02.
5.17* On the land plots of temples, access roads to the main entrance to the temple, as well as to the main emergency exits from all buildings and structures included in the temple complex.
5.18 The site of the parish temple complex, as a rule, is fenced around the entire perimeter. The fence is recommended to be made of decorative metal gratings 1.5-2.0 m high. The main entrance should be placed from the side of approaches and public transport stops with an orientation towards the entrance to the temple. If the temple has a capacity of more than 300 people, a second entrance to the territory from the economic zone should be provided. The size and arrangement of the gates in the fences should provide an unhindered passage for the disabled in wheelchairs and the elderly parishioners. Height

SP 258.1311500.2016

SET OF RULES

RELIGIOUS OBJECTS

fire safety requirements

Buildings for use in religious purposes. fire safety requirements

OKS 13.220.01

Introduction date 2017-01-01

Foreword

Goals and principles of standardization in Russian Federation established by the Federal Law of June 29, 2016 N 162-FZ "On Standardization in the Russian Federation" *, and the rules for applying sets of rules - by the Decree of the Government of the Russian Federation "On approval of the Rules for the development, approval, publication, amendment and cancellation of sets of rules" dated 1 July 2016 N 624
________________
*Probably an original error. Should read: Federal Law of June 29, 2015 N 162-FZ "On Standardization in the Russian Federation". - Database manufacturer's note.

About the set of rules

1 DEVELOPED AND INTRODUCED by the Federal State Budgetary Institution "All-Russian Order of the Badge of Honor" Research Institute of Fire Defense of the EMERCOM of Russia" (FGBU VNIIPO EMERCOM of Russia)

2 APPROVED AND PUT INTO EFFECT by Order of the Ministry of the Russian Federation for Civil Defense, Emergencies and Disaster Relief (EMERCOM of Russia) dated November 23, 2016 N 615

3 REGISTERED by the Federal Agency for Technical Regulation and Metrology (Rosstandart)

4 INTRODUCED FOR THE FIRST TIME

Information about the revision or amendment of this set of rules, as well as the texts are posted in the public information system - on the official website of the developer. Relevant information, notification and texts are also posted in the public information system - on the official website of the federal executive body in the field of standardization on the Internet (www.gost.ru).

Introduction

The requirements of this set of rules do not apply to objects of protection (including objects of cultural heritage) that have been put into operation or project documentation for which it was sent for examination until the day the relevant provisions of the Federal Law of July 22, 2008 N 123-FZ "Technical Regulations on Fire Safety Requirements" come into force.

Fire safety requirements that establish the rules of human behavior, the procedure for organizing the production and (or) maintenance of territories, buildings, structures, premises and other objects of religious purpose for all categories of objects of protection (including objects of cultural heritage), regardless of the time of their construction, are established by the Fire Fighting Rules. regime in the Russian Federation, approved by Decree of the Government of the Russian Federation of April 25, 2012 N 390.

1 area of use

1.1 This set of rules establishes fire safety requirements in the design, construction of newly built and reconstructed buildings, structures and premises of religious facilities.

1.2 This set of rules does not apply to the design of religious facilities temporarily located in collapsible and other similar buildings.

1.3 This set of rules does not apply to the design of religious facilities with a height of more than 50 m, determined in accordance with 3.16, as well as to religious facilities with more than one underground floors, except for cases when the specified underground floors contain parts of the building for which normative documents in the field of fire safety have been developed, taking into account their underground placement, as well as joint placement with religious objects.

1.4 This set of rules does not apply to buildings of religious veneration (pilgrimage), as well as to residential premises when worship services and other religious rites and ceremonies are performed in them. Fire safety requirements for the named residential premises are established in accordance with their functional fire hazard class.

1.5 With respect to buildings in which educational activities are carried out by spiritual educational organizations, subject to licensing in accordance with the legislation of the Russian Federation, as well as with respect to buildings intended for teaching religion, the fire safety requirements established for buildings of educational organizations are applied.

2 Normative references

This set of rules uses references to the following standardization documents:

GOST R 53292-2009 Flame retardant compositions and substances for wood and materials based on it. General requirements. Test Methods

SP 1.13130.2009 Fire protection systems. Escape routes and exits

SP 2.13130.2012 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 4.13130.2013 Fire protection systems. Restrictions on 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 6.13130.2013 Fire protection systems. Electrical equipment. fire safety requirements

SP 7.13130.2013 Heating, ventilation and air conditioning. Fire requirements

SP 8.13130.2009 Fire protection systems. Sources of external fire water supply. fire safety requirements

SP 10.13130.2009 Fire protection systems. Internal fire water supply. fire safety requirements

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

SP 31-103-99 Buildings, structures and complexes of Orthodox churches

SP 31-110-2003 Design and installation of electrical installations of residential and public buildings

SP 52.13330.2011 Natural and artificial lighting. Updated edition of SNiP 23-05-95

SP 118.13330.2012 Public buildings and structures. Updated version of SNiP 31-06-2009

Note - When using this set of rules, it is advisable to check the effect of reference standards and sets of rules in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet or according to the annually published information index "National Standards", which is 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 reference document is replaced (modified), then when using this set of rules, one should be guided by the replacing (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

In this set of rules, the following terms are used with their respective definitions:

3.1 objects of religious purpose: Buildings, structures, premises, monastic, temple and (or) other religious complexes built or redesigned (the purpose of which has been changed) for the implementation and (or) provision of such types of activities of religious organizations as the performance of divine services, other religious rites and ceremonies, holding prayer and religious meetings, teaching religion, professional religious education, monastic life, religious veneration (pilgrimage).

3.2 iconic building: A building, a structure intended for a prayer meeting of believers and religious ceremonies.

3.3 complex of religious buildings: A set of buildings and structures located on the adjacent territory of a religious building, or built into it, functionally associated with a religious building.

3.4 house church: A room (several rooms) for liturgical purposes, built-in (built-on, attached) in a building of another functional purpose, with a simultaneous stay of no more than 50 people.

3.5 prayer hall of the religious building: The main room of the religious building, intended for the stay of believers during the performance of religious rites.

3.6 technological staircase (stairwell): Staircase (stairwell) designed to functionally link floors, rooms or levels and/or used for equipment maintenance or repair work. The technological staircase (stairwell) is not an evacuation one.

3.7 technological balcony: A building structure in the form of a balcony, used only for the installation or regular maintenance of technological equipment and not intended for the presence of visitors to the facility.

3.8 auxiliary buildings (premises): Buildings (premises) built-in (attached, built-on) in a religious building or located on the territory adjacent to the religious building, intended for its functioning, or functionally associated with it (church shops, security premises, residential buildings, hotels, schools, gymnasiums, utility rooms, storerooms, utility rooms, parking lots, garages, workshops).

3.9 stylobate (stylobate part of the building): The lower part (base) of a stepped building.

3.10 economic zone: Part of the adjacent area of a religious building used to accommodate utility facilities, including warehouses, workshops, parking lots, parking lots, garages for vehicles and cleaning equipment, a platform for a garbage collector.

3.11 premises for worship and other religious rites and ceremonies: A room for worship and other religious rites and ceremonies.

3.12 dome: The covering of a building (or part of it) that is circular, square, polygonal, hemispherical, or other complex geometric shape.

Note - The architectural completion of the temple building in the form of an onion, a tent, a helmet, a spire, etc. it is not a dome and is an unheated architectural structure.

3.13 belfry: A free-standing, attached to a religious building or built on top of a religious building or part of it, an open structure or a wall with openings designed for hanging bells.

3.14 Bell tower: A structure in the form of a multi-tiered tower, detached or attached (added on) to a cult building, designed for hanging bells.

3.15 minaret: A round, square or multifaceted tower designed to announce the beginning of a religious ceremony.

3.16 the height of the religious building: For the purposes of this set of rules, it is determined according to SP 1.13130.

Note - If there is an entrance for fire departments along the stylobate, the height of the building will be determined from the cover of the passage along the stylobate. The height of bell towers and minarets not intended for viewing platforms is not taken into account when determining the height of a building. The height of the building is determined by the height of the window sill of the window opening of the last exploited level with a permanent stay of people, except for the bell towers and minarets.

4 General requirements

4.1 This set of rules deals with fire protection issues and establishes fire safety requirements for religious objects of religious organizations registered in the Russian Federation in the prescribed manner. For some confessions, additional requirements are given, taking into account the specifics of the structure of buildings and the conduct of religious rites.

4.2 When designing religious buildings, the requirements of regulatory documents in the field of fire safety must be taken into account in accordance with the class of functional fire hazard in the part that does not contradict this set of rules.

5 Fire safety requirements for the placement of buildings and structures. Outdoor water supply

5.1 The access of fire trucks to religious facilities must be provided in accordance with the requirements of section 8 of SP 4.13130.

A religious building with a width of more than 100 m must be provided with fire trucks from all sides, regardless of its height.

5.2 Access of firefighters from ladders (car lifts) should be provided to any premises (along fire passages) that have windows, and to the roof of buildings (with the exception of superstructures - domes, towers, minarets, etc.), taking into account the capabilities of technology. The floors of the high-rise part of the religious building with a stylobate must also be provided with access for firefighters from ladders and car lifts. If it is necessary to use stylobate roofs for the access of fire trucks, the stylobate structures must be designed for the corresponding load.

5.3 The height of the gate opening for the entry of fire trucks into the territory of a religious building (complex of religious buildings) must be at least 4.5 m, and the width must be at least 3.5 m.

5.4 Entrances of fire trucks should be arranged to fire hydrants and the main evacuation exits from the building, as well as to the installation sites of external branch pipes of the internal network fire water pipeline for connection of fire pumps of cars.

5.5 The distance from religious buildings to neighboring buildings and structures, depending on their degree of fire resistance, should be taken in accordance with SP 4.13130.

5.6 The device of an external fire-fighting water supply must be provided in accordance with the requirements of SP 8.13130.

5.7 Water consumption for external fire extinguishing of a religious building should be taken at least as specified in SP 8.13130. For religious buildings with a volume of 25,000 m3 to 150,000 m3, the water flow rate for external fire extinguishing should be taken at least 25 l / s.

6 Requirements for space-planning and design solutions

6.1 The degree of fire resistance, the class of constructive fire hazard, the permissible height of buildings and the floor area within the fire compartment for places of worship should be taken in accordance with the requirements of SP 2.13130. The maximum floor for the placement of prayer halls and their allowable capacity should be taken in accordance with Table 1.

6.2 The fire resistance limit of load-bearing structures of balconies, loggias, galleries in prayer halls of buildings of I-III degrees of fire resistance must be at least R 45, in prayer halls of IV degree of fire resistance - R 15. In prayer halls of IV-V degrees of fire resistance, accommodation of visitors on balconies, loggias , galleries are not allowed.

Table 1


Degree of fire resistance of the building, not lower	Not less	The maximum floor of the prayer hall in the building, not higher	Maximum allowable capacity of the prayer hall, pers.
			not standardized

Note - In buildings of I, II degrees of fire resistance of constructive fire hazard classes not lower than C1, the maximum floor for the placement of prayer halls with a capacity of less than 50 people is not standardized.

6.3 It is not allowed to build into religious buildings of IV-V degrees of fire resistance and attach premises for other purposes to them, with the exception of premises and structures necessary to announce the beginning of prayer (bell towers, belfries, minarets, etc.), with a simultaneous stay in them of no more than 5 people, and also with the exception of other premises (except for the functional fire hazard class F5) with a total number of people more than 15 people. Premises of the functional fire hazard class F5 can be built into the specified places of worship and attached to them in accordance with the requirements of regulatory documents on fire safety.

6.4 The number of floors and requirements for the placement of premises on the underground and basement floors should be determined according to SP 118.13330. The number of storeys of a religious building does not include the number of tiers of attached or built-on parts of the building without permanent stay of people (bell tower, belfry, minaret, etc.), except for the case of possible simultaneous stay of more than 5 people (observation deck), as well as balconies and galleries with an area of less than 40 % of the floor area of the room.

6.5 Religious buildings of IV-V degrees of fire resistance can have no more than one floor, buried below the planned ground level by more than 0.5 m. No more than 20 people can stay on the specified floor at the same time.

6.6 Placement of a prayer hall with a total capacity of not more than 300 people below the planning level of the ground is allowed in religious buildings of I-III degrees of fire resistance. At the same time, the placement of the prayer hall should be provided not lower than the basement floor, and in the absence of a basement and the presence of underground floors - not lower than the first underground floor. If there is a basement floor deeper than 0.5 m, the placement of the prayer hall may be provided not lower than this basement floor. Placement of premises other than the main functional purpose in the basement, basement, underground floors is allowed in accordance with the requirements of regulatory documents on fire safety.

6.7 Basement and underground floors, as well as basement floors deeper than 0.5 m, with the exception of rooms for religious ceremonies, should be divided into compartments and provided with separate evacuation and emergency exits in accordance with the requirements of fire safety regulations.

Functional communication of premises located on the first or basement floor, buried less than 0.5 m (including with a prayer hall), with the premises of the underlying floor is allowed to be carried out through a technological stairwell, separated by fire partitions of the 1st type at the level the floor below. The specified staircase must have a vestibule lock with air overpressure in case of fire at the entrance at the level of the underlying floor, or air overpressure in the staircase must be provided in case of fire. The indicated staircase is not taken into account when calculating the parameters of escape routes. When designing an air boost system, the requirements of SP 7.13130 should be followed. It is allowed to provide an open staircase to connect the prayer hall (altar) with the liturgical premises of the lower floor with a simultaneous stay of no more than 15 people.

6.8 The minimum height of the premises of the prayer halls from floor to ceiling must be at least 3 m. In the auxiliary premises and on the balcony for the placement of the choir, the height of the premises can be reduced to 2.5 m.

The height of all parts of the house church can be the same and correspond to the height of the floor of the building in which the house church is built.

6.9 The use of multi-light spaces and balconies (gallery, etc.) to accommodate more than 15 people is allowed only for prayer halls with a maximum number of levels not more than two (including the floor of the prayer hall). Balconies for the placement of the choir and technological balconies (galleries, etc.) are not taken into account when calculating the number of levels.

6.10 The design of the fire protection system for auxiliary buildings, including those built into a religious building, should be carried out taking into account the fire safety requirements for buildings of the corresponding class of functional fire hazard.

6.11 A religious building attached to a building of another functional purpose or built into it must be allocated to a separate fire compartment and provided with separate emergency exits, except as provided for by this set of rules. At the same time, the degree of fire resistance of a religious building must not be lower than the degree of fire resistance of the building to which it is attached (embedded).

6.12 Premises of house churches and similar premises with a total capacity of not more than 50 people can be built into buildings for various purposes, with the exception of buildings of class F5, and located in the basement, basement or in the above-ground part in accordance with the requirements of Table 1. These premises must be allocated fire floors of the 3rd type, fire walls of the 2nd type (or fire partitions of the 1st type) with the appropriate filling of openings and are provided with independent evacuation exits.

In the halls of airports and railway stations, it is allowed to place house churches on the part of the hall fenced off by mobile partitions with a non-standardized fire resistance limit. At the same time, the remaining requirements of regulatory documents on fire safety must be met.

6.13 Premises and auxiliary buildings can be located on the site of the religious building complex in the stylobate part, they can be attached or built into the religious building.

6.14 Auxiliary premises and groups of premises for various purposes, functionally associated with a religious building, may be built into religious buildings or attached to them, taking into account the requirements of regulatory documents on fire safety and the requirements of sections 6, 7 of this set of rules.

6.15 Premises (groups of premises) of various functional purposes, with the exception of prayer halls, with a total capacity of more than 50 people and premises for round-the-clock stay of people (hotels, cells, etc.) with total number more than 20 people staying at the same time should be designed in separate buildings, or allocated to independent fire compartments.

6.16 Premises (groups of premises) intended for teaching religion and (or) cultural and educational activities with a total capacity of more than 15 people, built into a religious building, must be located on the above-ground floors, have natural lighting and stand out in a separate block with fireproof partitions of the 1st type and fireproof ceilings of the 3rd type, having at least two independent evacuation exits from each floor.

Placement of premises specially designed for children's stay in the basement is not allowed.

6.17 Entrance doors to pantries for storing lamp oil in an amount of more than 20 liters must be equipped with thresholds not less than 2 cm high.

6.18 It is allowed to provide exits to the roof from the bell tower (belfry) if there is a staircase leading to it with a march width of at least 1.2 meters through an opening measuring at least 1.50 x 0.75 meters.

6.19 In buildings of I-III degrees of fire resistance of the constructive fire hazard class C0, roof and dome structures (truss systems, battens, insulation), separated from the rest of the building by ceilings with a fire resistance rating of at least REI 45, are allowed to be made of combustible materials. In this case, access to the roof and installation of roof fencing is not required.

The laying of electrical networks, with the exception of lightning protection, in the above structures is not allowed.

7 Ensuring safe evacuation and rescue of people in case of fire

7.1 Prayer halls must have at least two evacuation exits in case of:

- simultaneous stay of more than 50 people;

- simultaneous stay of more than 15 people in religious buildings built into class F1.1 buildings or located on their territory.

7.2 Religious buildings (with the exception of house churches) built into buildings of other functional purposes must be provided with separate emergency exits.

7.3 Premises and groups of premises for other functional purposes, built into a religious building or attached to it, must be provided with emergency exits in accordance with the requirements of sections 6, 7 of this set of rules and regulations on fire safety.

7.4 The floors of a religious building, buried more than 0.5 m, must have emergency exits separated from the upper floors. At the same time, floors deeper than 0.5 m, in which premises for liturgical purposes are located, as a rule, should be provided with separate evacuation exits from floors with premises for other purposes (including from the lower floors). It is allowed to provide common staircases with one underlying floor, intended only for laying engineering networks.

7.5 Finishing the walls, ceilings and floors of the prayer hall, as well as evacuation routes, should be carried out in accordance with the requirements of regulatory legal acts and regulatory documents on fire safety.

7.6 The greatest distance from any point of the prayer hall without the estimated number of seats to the nearest emergency exit should be taken from Table 2.

table 2


The degree of fire resistance of the building	Building constructive fire hazard class	Distance, m, in halls with a volume of 10 m







Note - A dash in the table means an unacceptable combination of the specified volume of the hall, the degree of fire resistance and the structural fire hazard class of the building.

7.7 When combining evacuation passages into a common passage, its width must be not less than the total width of the combined passages.

7.8 The width of the evacuation exits from the prayer hall without the estimated number of seats is determined by the number of people evacuating through the exit according to Table 3, while it must be at least 1.2 m for a hall with a capacity of more than 50 people in a building of any degree of fire resistance.

Table 3


The degree of fire resistance of the building	Building constructive fire hazard class	Number of people per 1 m of the width of the emergency exit, people, in halls with a volume of 10 m

7.9 The width of the evacuation exit from the corridor to the stairwell, as well as the width of the flights of stairs should be set depending on the number of evacuees through this exit, based on 1 m of the width of the exit, the degree of fire resistance and the class of constructive fire hazard in accordance with Table 4. At the same time, the width of the flights stairs leading to the floors with a prayer hall and intended for parishioners should be at least 1.35 m.

Table 4


The degree of fire resistance of the building	Building constructive fire hazard class	The number of people per 1 m of the width of the emergency exit, pers.

7.10 The parameters of evacuation routes and exits from prayer halls with the estimated number of seats should be determined by calculation.

The evacuation routes from the prayer halls must provide the condition for the safe evacuation of people in case of fire: the sum of the estimated evacuation time and the start time of the evacuation must be less than the required evacuation time. At the same time, the width of the evacuation exits from the prayer hall with a capacity of more than 50 people must be at least 1.2 m, the width of the flights of stairs leading to the prayer halls and intended for parishioners - at least 1.35 m.

The time is defined as 0.8, where is the time of blocking the evacuation routes from the hall. is established by calculation in accordance with the methodology.

If it is not possible to determine by calculation, it is allowed to take the value according to table 5, taking into account the requirements of subsection 6.1 of SP 1.13130.

The required evacuation time from the building as a whole should be no more than 6.5 minutes.

Table 5


Hall volume, thousand m	Required evacuation time, min






From the building as a whole

The estimated time of evacuation of people in case of fire and the start time of evacuation must be determined in accordance with the methodology.

7.11 The clear width of the main evacuation exits from the religious building to the outside to the adjacent territory should be at least 1.2 m.

7.12 The width of the entrance vestibule to the religious building must exceed the width of the doorway by at least 0.15 m on each side, and the depth of the vestibule must exceed the width of the door leaf by at least 0.2 m.

7.13 The device of thresholds with a height of more than 2 cm in the doorways of evacuation exits from the premises of liturgical purposes is not allowed.

7.14 The width of the march of the outer staircase of the entrance group to the religious building must be at least 2.2 m, and the platforms with a height of more than 0.45 m from the ground level, located at the entrances to religious buildings, must have fences with a height of at least 0.9 m.

7.15 At facilities with a simultaneous stay of more than 50 people, evacuation lighting should be provided in accordance with the requirements of SP 31-110 and SP 52.13330.

7.16 Evacuation from structures intended to announce the beginning of prayer (bell towers, belfries, minarets), with a simultaneous presence of no more than five people, can be carried out along a spiral staircase with a width of at least 0.7 m. When organizing an observation deck with one exit, its capacity may be provided no more than 30 people. The stairs intended for evacuation from the observation deck must have an exit directly to the outside and comply with the requirements of fire safety regulations.

For a belfry located at a height of not more than 28 m, not intended to accommodate an observation deck, it is allowed to provide access to the lower room, provided with emergency exits in accordance with the requirements of the norms or this set of rules, along a vertical or ordinary staircase through a fire hatch with dimensions of at least 0.6 x 0.8 m or a door with dimensions of at least 1.50 x 0.75 m. The height of the vertical ladder must not exceed 2 m, and for an ordinary ladder - 5 m. The fire resistance of the hatch in buildings I-II fire resistance levels must be at least EI 60, in buildings of III-V fire resistance levels - at least EI 30.

7.17 From the balcony, not intended for the accommodation of parishioners, with a simultaneous stay of no more than 15 people, it is allowed to provide one emergency exit. The indicated exit may be provided through an open staircase made of non-combustible materials directly to the premises of the prayer hall. It is allowed to provide the specified stairs from combustible materials in buildings of IV and V degrees of fire resistance. In buildings of I-III degrees of fire resistance, it is allowed to provide wooden stairs treated with fire retardants of the first group of fire retardant efficiency in accordance with GOST 53292. At the same time, measures should be taken to protect steps from abrasion through the use of special coatings. The width of the flights of stairs should be at least 0.8 m. If the number of people simultaneously staying on the balcony is not more than 10 people, it is allowed to make an open staircase with a spiral or winder steps. In this case, the width of the tread in the middle should be at least 0.18 m.

7.18 Doors of evacuation exits, as a rule, should open in the direction of evacuation, except for cases stipulated in fire safety regulations. The direction of door opening is not standardized for rooms intended only for accommodating clergy and religious personnel during worship.

7.19 When calculating the parameters of evacuation routes and evacuation exits, the number of worshipers in religious buildings should be taken as follows:

- for prayer halls of religious buildings with an estimated number of visitors - based on the number of seats plus the number of people determined at the rate of 0.8 m2 of the prayer hall area per person, not occupied by equipment;

- for prayer halls of religious buildings with an off-design number of visitors - at the rate of 0.5 m2 of the area of the prayer hall per person, including the area occupied by the equipment;

- for the altar - at the rate of 5 m2 of the altar area per person, including the area occupied by the equipment;

- for other premises - in accordance with the functional purpose of these premises.

The area of auxiliary premises, as well as part of the area of the prayer hall, which are not intended to accommodate worshipers, are not taken into account when determining the number of people in a religious building.

When calculating the number and parameters of evacuation exits from the prayer hall, exits to the outside from rooms intended only for the accommodation of clergy are not taken into account.

7.20 If, based on the characteristics of the service, the exit of parishioners from the religious building cannot be through the entrance doors, it is not allowed to take into account the entrances to the religious building when determining the number and width of evacuation exits.

7.21 It is allowed for the staircase leading to the belfry (bell tower) to the bell ringer's workplace or to the level for the choir (no more than 15 people), to provide natural lighting through light openings with a total area of at least 0.6 m2.

7.22 Requirements for escape routes and emergency exits not specified in this set of rules should be taken in accordance with SP 1.13130.

8 Fire safety engineering systems

8.1 General requirements

8.1.1 Religious buildings are subject to equipment with fire safety engineering systems in accordance with the requirements of this section, regulatory legal acts and regulatory documents on fire safety.

8.1.2 In the absence of technical feasibility of equipping religious buildings with fire safety engineering systems in accordance with the requirements of fire safety regulations (difficulty in installing fire detectors in a double-height or under-dome space, the inability to provide measures to remove smoke from a double-height or under-dome space due to lack of access for maintenance, etc.), it is necessary to provide for the calculation of fire risk in accordance with the methodology to confirm the condition of compliance of the object of protection with fire safety requirements.

8.2 Requirements for internal fire-fighting plumbing

8.2.1 Internal fire water supply in a religious building should be provided with a building volume of 7500 m3 or more.

The need for an internal fire water supply and water consumption for buildings divided into parts by fire walls of types I and II is determined by the characteristics of that part of the building where the highest water consumption is required.

In religious buildings of the constructive fire hazard class C0, it is allowed not to provide for the installation of fire hydrants in prayer halls (with the exception of prayer halls with an iconostasis made of combustible materials).

The number of fire nozzles and water consumption for internal fire extinguishing of parts of a building with other functional purposes allocated to an independent fire compartment should be provided in accordance with the requirements of regulatory documents for protection objects of the corresponding class of functional fire hazard.

8.2.2 For a religious building, the minimum water consumption for internal fire extinguishing should be taken from Table 6.


Table 6
Religious buildings, 10 m	Number of jets	Minimum water consumption for internal fire extinguishing (per jet), l/s

8.2.3 For internal extinguishing of domes and under-dome structures made of combustible materials (with the exception of buildings of IV and V degrees of fire resistance, as well as buildings with a prayer hall volume of less than 7.5 thousand m), it is necessary to install dry pipes with deluge sprinklers equipped with withdrawn outside with branch pipes equipped with GM 80 connecting heads for connecting fire equipment. The consumption and intensity of irrigation of the protected area, as well as the duration of the water supply should be taken as for the 1st group of premises in accordance with the requirements of SP 5.13130. It is allowed not to equip these dry pipes with branch pipes brought out to the outside when combined with an internal fire-fighting water supply. At the same time, the total flow rate required for both systems must be ensured, and the connection of dry pipes to the internal fire-fighting water supply must be carried out through a locking device with automatic or manual start. Devices for manual start should be placed near the evacuation exits from the prayer hall.

Under-dome spaces, separated from the rest of the building by fireproof ceilings (in accordance with the degree of fire resistance of the building), may not be equipped with a fire extinguishing system. At the same time, openings in these ceilings should be provided with filling with fire hatches with a fire resistance rating of at least EI 30.

8.2.4 The device of the internal fire water supply should be provided in accordance with the requirements of SP 10.13130.

8.2.5 In the premises of prayer halls in buildings of constructive fire hazard class C0, the height of the compact part of the jet may be taken taking into account the provision of irrigation of the upper part of the iconostasis or building structures made of combustible materials.

8.3 Heating, ventilation and smoke protection

8.3.1 Fire safety measures for heating, ventilation and smoke protection systems must be provided in accordance with the requirements of SP 7.13130.

8.3.2 The possibility of using stove heating and its characteristics should be provided in accordance with the requirements of SP 7.13130.

8.3.3 To protect the prayer hall, it is allowed to provide exhaust smoke ventilation systems with natural draft induction through shafts with normally closed fire dampers or smoke hatches (including as part of skylights or windows of light drums) located on the roof of the prayer hall, regardless of the number of storeys the building itself. To compensate for the removed volume with supply air, doorways of external exits that open automatically and remotely in case of fire can be used.

8.4 Automatic fire alarm, automatic fire extinguishing, fire warning and evacuation control systems

8.4.1. The need to equip buildings with automatic fire alarms and automatic fire extinguishing installations, as well as the requirements for them, are determined by SP 5.13130.

8.4.2. When choosing detectors, one should take into account the specifics of the use of the premises (use of incense, candles, etc.).

8.4.3 Religious buildings must be equipped with fire warning systems for people. The type of warning system is determined in accordance with paragraphs 6 or 7 of Table 2 of SP 3.13130 SO 153-34.21.122

SO 153-34.21.122-2003 Instructions for lightning protection of buildings, structures and industrial communications

Electronic text of the document
prepared by Kodeks JSC and verified against:

official publication
M.: Standartinform, 2017

The system of regulatory documents in construction

CODE OF RULES FOR DESIGN

AND CONSTRUCTION

BUILDINGS, STRUCTURES

AND COMPLEXES OF ORTHODOX CHURCHES

STATE COMMITTEE OF THE RUSSIAN FEDERATION
FOR CONSTRUCTION AND HOUSING AND UTILITY COMPLEX

(GOSSTROY OF RUSSIA)

Moscow 2000

FOREWORD

1 DEVELOPED AND INTRODUCED by the Architectural and Artistic Design and Restoration Center of the Moscow Patriarchate, ACC "Arkhkhram"

3 INTRODUCED for the first time

A set of rules has been developed: archit. M.YU. Kesler- theme leader; archit. A.H. Obolensky(ACC "Arkhkhram") with the participation of: Ph.D. archit. A.M. Garnets(Institute of Public Buildings), Ph.D. archit. L.A. Viktorova(Federal Scientific and Technical Center for Construction Certification), Ph.D. tech. Sciences IN.G. Gagarin, cand. tech. Sciences X.A. Shchirzhetsky(NIISF).

ByblessingHolyPatriarchMoscowAndall IRus'AlexiaII

1 area of use. 2

3 terms and definitions. 2

4 general provisions. 2

5 requirements for accommodation and territory. 6

6 buildings and structures for liturgical purposes. 8

Bell towers and belfries.. 13

Baptismal. 14

Chapels. 15

7 Buildings and structures for auxiliary purposes. 15

8 Natural and artificial lighting, noise protection, sound insulation and room acoustics. 18

9 Engineering equipment. 20

Heating and ventilation. 20

Water supply and sewerage. 22

Electrical and low current devices. 23

Appendix B. Terms and definitions. 25

church terms.. 27

Appendix B. Rules for calculating the total, usable and normalized area, building volume, building area and number of storeys of buildings and structures of Orthodox churches. 28

Appendix D. Methodology for calculating the urban network of churches and their capacity. 29

Appendix D. Approximate scheme of the master plan of the complex of the city parish church. 29

Appendix E. Orthodox worship and functional planning schemes of the temple. thirty

Appendix G. Schematic model of an Orthodox church with symbolic meaning its elements. 33

Appendix I. Examples of churches that meet church canonical requirements .. 34

Appendix K. Planning scheme of the altar and salt of the temple. 35

Appendix L. Schemes for filling iconostasis. 36

Appendix M. Calculation of reverberation in the premises of temples. 37

Appendix H. Bibliography. 40

SP 31-103-99

CODE OF RULES FOR DESIGN AND CONSTRUCTION

BUILDINGS, STRUCTURES AND COMPLEXES OF ORTHODOX CHURCHES

THE BUILDINGS, STRUCTURES AND COMPLEXES OF ORTHODOX TEMPLES

dateintroductions1999 -12 -27

1 AREA OF USE

2 REGULATORY REFERENCES

The list of regulatory documents referenced in the Code of Practice is given in Appendix A.

In case of exclusion from the number of current regulatory documents referred to in this Code of Rules, one should be guided by the norms introduced instead of the excluded ones.

3 TERMS AND DEFINITIONS

Terms and definitions are given in Appendix B.

4 GENERAL

4.1 This Code of Rules has been developed in accordance with the requirements of SNiP 10-01 and is in force in the development of SNiP 2.08.02.

4.2 Clauses of this Code of Rules marked with an "*" are mandatory.

Provisions in bold are required by the Church.

4.3 The complexes of Orthodox churches, in accordance with their functional purpose, are divided into diocesan centers, spiritual missions, parish and monastic complexes, and churches as part of complexes, buildings and structures for public and residential purposes. Their location, approximate composition, main and additional set of buildings, structures and premises for liturgical and auxiliary purposes are shown in Table 1.

Table 1

Type of complex			Buildings, structures and premises				Note
			liturgical purpose		auxiliary purpose
			Basic (capacity)	Additional	Main	Additional

Diocesan Center		citywide center	Cathedral (2 - 5 thousand people)	baptismal Bell tower	Diocesan Administration Church and clergy house Household services, including garage	Theological school Sunday School Publisher's office bishop's house
Diocesan Center		citywide center	Cathedral (2 - 5 thousand people)	house church		church shop
Orthodox mission		Within the residential area of the city	Temple (up to 100 people)	baptismal	Church and clergy house Household services church shop	Sunday School Hotel Residential houses pricht
parish complex	Urban	Planning area center	Temple (450 - 1500 people)	baptismal	Church and clergy house Household services church shop	Sunday School (Gymnasium) Hotel Almshouse Medical Center Residential houses pricht	Detailed composition of the parish complex, see Table. 3
parish complex	Rural	Rural settlement center	Temple (100 - 300 people)	"Summer" temple	Church and clergy house Household services	Sunday School Hotel Residential houses pricht
Monastery complex	Monastery	Suburban residential area Urban area Rural settlement	Temple (100 - 2000 people)	refectory temple hospital temple gate temple house temple Bell tower	Cell building Viceroy's house Hotel Household services church shop	Sunday School Production workshops
		The territory of the monastery suburban area Outside built-up areas	Temple (50 - 100 people)		Cell buildings Household services
	Compound	Urban area Rural settlement	Temple (100 - 600 people)		Cell building Hotel Adm. services Household services Church. shop	Viceroy Corps Sunday School Workshops
As part of complexes and public buildings	Cemetery	Entrance area of cemeteries	Temple (100 - 900 people) Chapel		Church and clergy house Household services Church. shop	Production workshops
As part of complexes and public buildings	Memorial Complex	Memorial zone of the residential area suburban area	Temple (50 - 300 people)	Belfry	Premises: Church clergy; Household
As part of complexes and public buildings	Social institutions, medical institutions	Territory of the institution Built into institutional buildings (upper floor)	Temple (50 - 100 people)		Church clergy premises		Ancillary facilities built in
	Educational establishments	Built into buildings of educational institutions (upper floor)	Temple (100 - 500 people)
	military units	Part territory	Temple (100 - 300 people)
	Places of detention	Territory of the zone, prisons	Temple (100 - 300 people)
In residential buildings	residential buildings	Embedded in residential buildings	house church

4.4 The capacity of churches is determined by calculation based on the number and demographic composition of the served population in accordance with the methodology set out in Appendix D. The estimated capacity of city parish churches is shown in Table 2.

table 2

Note . The capacity indicator corresponds to the temple attendance on holidays (for regions with a predominantly Orthodox population).

4.5 The most common type of temple complex is the parish. An approximate list of groups of buildings, structures and premises of parish temple complexes, which can be shortened or supplemented in the design assignment, is given in Table 3.

Table 3

Assignment of groups of buildings, structures and premises	List of buildings, structures and premises	Unit	Quantity

liturgical	Temple (with 1 - 3 aisles), including summer and winter
	Belfry (bell tower)
	baptismal

Office and household	Church and clergy house
	Hotel
	Residential houses pricht	apartment
educational	Sunday School
	Gymnasium
	Library
Charity	Almshouse
	Medical Center	visits/day
	mother and baby room
	Refectory	settlement places
Household	Church shop (kiosk, shop)
	prosphora
	Art workshops

4.9* To calculate the total, usable and normalized area, building volume, building area and number of storeys of buildings and structures of complexes of Orthodox churches, one should be guided by Appendix 3 of SNiP 2.08.02 and Appendix B of this Code of Rules.

5 LOCATION AND TERRITORY REQUIREMENTS

5.1 Territories for the construction of temple complexes in residential areas are allocated in accordance with general plans, and in their absence - according to development schemes.

Territories for the construction of temple complexes located outside the boundaries of urban and rural settlements are allocated on the basis of projects and schemes for district planning, suburban zone projects.

5.2* In the residential area, buildings, structures and complexes of Orthodox churches should be placed on the basis of an urban planning task, as a rule, near existing utilities and roads, provided that they are provided with public passenger transport.

The ways of approaches to the temples should not cross the carriageway of the main streets at the same level.

5.3 The choice of sites in the residential area is recommended to be made taking into account the dominant role of the temple in the formation of the surrounding development: areas with elevated relief, oriented along the axes of the main roads, taking into account their configuration, the development of neighboring sites, etc., depending on urban conditions.

5.4 Monasteries can be located in residential areas or outside the boundaries of urban and rural settlements. Sketes can be located on the territory of the monastery or on a separate site, including outside the residential area. Monastic farmsteads can be located in urban and rural settlements.

5.5 The sizes of land plots of parish temple complexes, including the main buildings and structures of liturgical and auxiliary purposes, are recommended to be taken on the basis of a specific indicator - 7 m 2 of the plot area per unit of temple capacity.

During the construction of temple complexes in areas of crowded urban development, a decrease in the specific indicator of a land plot (m 2 per unit of capacity) is allowed, but not more than by 20 - 25%.

5.6* The minimum distances between buildings should be taken in accordance with the requirements of SNiP 2.07.01 and SNiP 21-01.

5.7 The planning of the territories of diocesan centers, spiritual missions, monastic complexes and public-purpose complexes, including buildings and structures of Orthodox churches, should be carried out in accordance with the design assignment and urban planning conclusion.

5.8 It is not recommended to place buildings and structures that are not functionally related to them on the land plots of temple complexes. It is allowed to provide plots next to the land plots of churches for the placement of residential buildings of the church clergy, almshouses, hotels, workshops and household services. The size of the plots and the range of buildings and structures located on adjacent plots are established by the design task. When justified, depending on local conditions, it is allowed to place residential houses of a church clergy on land plots of churches, which should be designed in accordance with SNiP 2.08.01.

5.9 The territory of the temple complex should be divided into functional zones:

input;

Temple;

Auxiliary purpose;

Economic.

An approximate scheme of the master plan of the parish city temple complex is given in Appendix D.

5.10 In the entrance area, an entrance for vehicles and an entrance for parishioners should be provided. In this zone, kiosks and church shops for the sale of church supplies, places for the parishioners to relax are provided. The entrance area must have a connection with the temple area.

5.11 The temple area intended for religious ceremonies should have a direct connection with the entrance and auxiliary areas. In the temple area, buildings of temples, bell towers and belfries, chapels, monuments, consecrated wells, sites for religious events and recreation for parishioners should be provided.

A circular detour must be provided around the temple for the passage of the procession during church holidays, as a rule, from 3 to 5 m wide with platforms up to 6 m wide in front of the side entrances to the temple and opposite the altar.

In front of the main entrance to the temple, located, as a rule, on the western side, an area should be provided at the rate of 0.2 m 2 per place in the temple.

The position of the temples is determined by the church requirement for the orientation of the altar in an easterly direction. with a possible shift within 30° due to the town-planning features of the location of the site.

5.12 Temple buildings should be placed, as a rule, no closer than 3 m from the red building lines to organize a circular detour around the temple. During the reconstruction and construction of churches in areas of crowded urban development, this distance can be reduced, but with the possibility of organizing a roundabout, up to the red building lines with the exit of the procession outside the temple territory.

5.13 In the temple area, burials are allowed in accordance with the Sanitary Rules for the Construction and Maintenance of Cemeteries. The issue of each burial should be resolved with the participation of the State Sanitary and Epidemiological Supervision.

5.14 An auxiliary zone intended for the organization of parish, educational, charitable and other activities should, as a rule, be connected with the entrance and temple zone. In this zone, it is recommended to place a church and clergy house, a Sunday school, an almshouse or other buildings and structures in accordance with the design assignment.

The church and clergy house, hotel and Sunday school can be separate or interconnected, and sometimes with a church and a utility block. The almshouse is recommended to be located adjacent to the green areas of the temple complex. Lay-rooms for parishioners can be located in a separate building or be interlocked with other auxiliary buildings of the temple complex. Toilets for clergy should be located separately from public toilets.

5.15 Depending on the town-planning situation, auxiliary buildings and structures can be located on the site of the temple in accordance with the functional zoning of the territory, as well as in the stylobate part of the temple or in annexes to it.

5.16 The economic zone of the parish temple complex, intended for the placement of household structures, including warehouses, workshops, a garage for vehicles, a platform for a garbage collector and a stove device for burning memorial notes, should have convenient entrances from the highways (including for fire engines). ) and be equipped with parking for trucks and cars belonging to the temple. The area of the economic zone is determined by the size of buildings and structures for household purposes, the number of vehicles determined by the design assignment, and is approximately 15% of the site area. The entrance of cargo vehicles should be provided from the side of the economic zone of the temple complex.

In large monastic complexes with a developed system of buildings and structures for household purposes, when designing an economic zone, one should be guided by SNiP 2.09.02.

5.17* On the land plots of temples, access roads to the main entrance to the temple, as well as to the main evacuation exits from all buildings and structures included in the temple complex, should be provided.

5.18 The site of the parish temple complex, as a rule, is fenced around the entire perimeter. The fence is recommended to be made of decorative metal gratings 1.5 - 2.0 m high. The main entrance should be placed from the side of approaches and public transport stops with an orientation towards the entrance to the temple. If the temple has a capacity of more than 300 people, a second entrance to the territory from the economic zone should be provided. The size and arrangement of the gates in the fences should provide an unhindered passage for the disabled in wheelchairs and the elderly parishioners. The height of the gate opening for the entry of fire trucks into the temple territory must be at least 4.25 m, and the width - at least 3.5 m. It is allowed not to fence the land plots of churches located in memorial complexes, as well as chapels.

5.19 Outside the fence of the temple complexes, car parking should be provided at the rate of 2 parking spaces for every 50 seats of the temple capacity. Parking lots for cars and buses, as well as public transport stops, should be located at a distance, as a rule, not more than 50 m from the temple buildings.

5.20 The territory of the temple complex must be landscaped at least 15% of the site area. It is recommended to select flowers in such a way as to ensure continuous flowering throughout the spring-summer-autumn season.

5.21 Roads, platforms, and bypasses around the temple should be paved with a vertical layout that ensures the drainage of rainwater.

Appendix A. Normative references Appendix B. Terms and definitions Appendix C. Rules for calculating the total, usable and normalized area, building volume, building area and number of storeys of buildings and structures of Orthodox churches Appendix D. Methodology for calculating the urban network of churches and their capacity Appendix D. Approximate scheme of the master plan of the complex of the city parish church Appendix E. Orthodox worship and functional planning schemes of the church Orthodox worship Appendix G. Schematic model of the Orthodox church with the symbolic meaning of its elements Appendix I. Examples of churches that meet church canonical requirements Appendix K. Planning scheme of the altar and temple salts Appendix L. Schemes for filling iconostases Appendix M. Calculation of reverberation in temple premises Appendix H. Bibliography

Code of Practice for Design and Construction
SP 31-103-99
"Buildings, structures and complexes of Orthodox churches"
(approved by the resolution of the Gosstroy of the Russian Federation of December 27, 1999 N 92)

Introduced for the first time

1 area of use

The list of regulatory documents referenced in the Code of Practice is given in Appendix A.

In case of exclusion from the number of current regulatory documents referred to in this Code of Rules, one should be guided by the norms introduced instead of the excluded ones.

4. General provisions

4.2. Items of this Code of Rules marked with "*" are mandatory.

Provisions in bold are required by the Church.

4.3. The complexes of Orthodox churches, in accordance with their functional purpose, are divided into diocesan centers, spiritual missions, parish and monastic complexes, and churches as part of complexes, buildings and structures for public and residential purposes. Their location, approximate composition, main and additional set of buildings, structures and premises for liturgical and auxiliary purposes are shown in Table 1.

Table 1

N p.p.	Type of complex		Recommended placement on residential territory	Buildings, structures and premises				Note
				liturgical purpose		auxiliary destination
				Main (capable)	Optional - nye	Main	Additional
1	2		3	4	5	6	7	8
1	Diocesan center		Citywide center	Cathedral (2 - 5 thousand people)	Chapel baptismal Bell tower brownie church	Diocesan noe control Church-pr ichtovy house Household services, in including garage	Spiritual school Sunday school Editorial publishing houses Bishop's house Church shop
2	Orthodox mission		Within residential city territory	Temple (up to 100 people)	baptismal Chapel	Church-pr ichtovy house Household services Church shop	Sunday school Hotel Residential buildings parable
3	Come- children's comp- lex	Urban	Center planning district	Temple (450-1500 people)	baptismal Chapel	Church-pr ichtovy house Household services Church shop	Sunday school (Gymnasium) Hotel Almshouse Medical paragraph Residential buildings parable	deployed compound parochial complex, see table. 3
4	Come- children's comp- lex	Rural	Center for Rural settlements	Temple (100-300 people)	"Summer" temple Chapel	Church-pr ichtovy house Household services	Sunday school Hotel Residential buildings parable
5	Monas- tyrs- cue comp- lex	Monastery	suburban area residential territory Urban area rural settlement	Temple (100-2000 people)	refectory temple sick leave temple Gateway temple house temple Bell tower Chapel	private frame House viceroy Hotel Household services Church shop	Sunday school Production workshops
6		Skit	Territory monastery suburban area Outside populated points	Temple (50-100 people) Chapel	Chapel	Secret rooms corps Household services
7		Compound	Urban area rural settlement	Temple (100-600 people)	Chapel	private frame Hotel Adm. services Household services Church. shop	Frame viceroy Sunday school Workshops Stock Garage
8	IN composition ve comp- Leks And buildings public twain- foot appoint- cheniya	Cemetery	entrance area cemeteries	Temple (100-900 people) Chapel	Chapel	Church-pr ichtovy house Household services Church. shop	Production workshops
9		Memorial- ny complex	memorial zone residential territory suburban area	Temple (50-300 people) Chapel	Belfry	Premises: -church clergy; -farm- data
10	IN composition ve comp- Leks And buildings public twain- foot appoint- cheniya	Institutions social appointment cheniya, medical cues institutions	Territory institutions Embedded in buildings institutions (upper floor)	Temple (50-100 people) Chapel		Premises church parable		Auxiliary flax premises embedded
11		Educational establishments	Embedded in buildings educational institutions (top, floor)	Temple (100-500 people) Chapel		Same		Same
12		Military parts	Part territory	Temple (100-300 people) Chapel		"		"
13		Places conclusions	zone area, prisons	Temple (100-300 people) Chapel		"		"
14	IN residential building- I	Residential building	Embedded in residential buildings	brownie church Chapel

4.4. The capacity of churches is determined by calculation based on the number and demographic composition of the served population in accordance with the methodology set out in Appendix D. The estimated capacity of city parish churches is shown in Table 2.

table 2

4.5. The most common type of temple complex is the parish. An approximate list of groups of buildings, structures and premises of parish temple complexes, which can be shortened or supplemented in the design assignment, is given in Table 3.

Table 3

Purpose
building groups,
facilities and
premises

List of buildings, structures and
premises

Unit
measurements

Quantity
in

liturgical

Temple (with 1-3 aisles), including
including summer and winter

5.9 The territory of the temple complex should be divided into functional zones:

input;

Temple;

Auxiliary purpose;

Economic.

An approximate scheme of the master plan of the parish city temple complex is given in Appendix D.

5.10 In the entrance area, an entrance for vehicles and an entrance for parishioners should be provided. In this zone, kiosks and church shops for the sale of church supplies, places for the parishioners to relax are provided. The entrance area must have a connection with the temple area.

5.11 The temple area intended for religious ceremonies should have a direct connection with the entrance and auxiliary areas. In the temple area, buildings of temples, bell towers and belfries, chapels, monuments, consecrated wells, sites for religious events and recreation for parishioners should be provided.

In front of the main entrance to the temple, located, as a rule, on the western side, an area should be provided at the rate of 0.2 m2 per place in the temple.

The position of the temples is determined by the church requirement for the orientation of the altar in the east direction with a possible shift within 30 ° due to the town planning features of the location of the site.

5.12 Temple buildings should be placed, as a rule, no closer than 3 m from the red building lines to organize a circular detour around the temple. During the reconstruction and construction of churches in areas of crowded urban development, this distance can be reduced, but with the possibility of organizing a roundabout, up to the red building lines with the exit of the procession outside the temple territory.

5.13 In the temple area, burials are allowed in accordance with the Sanitary Rules for the Arrangement and Maintenance of Cemeteries. The issue of each burial should be resolved with the participation of the State Sanitary and Epidemiological Supervision.

5.14 An auxiliary zone intended for the organization of parish, educational, charitable and other activities should, as a rule, be connected with the entrance and temple zone. In this zone, it is recommended to place a church and clergy house, a Sunday school, an almshouse or other buildings and structures in accordance with the design assignment.

5.15 Depending on the town-planning situation, auxiliary buildings and structures can be located on the site of the temple in accordance with the functional zoning of the territory, as well as in the stylobate part of the temple or in extensions to it.

5.16 The economic zone of the parish temple complex, intended for the placement of household structures, including warehouses, workshops, a garage for vehicles, a platform for a garbage collector and a stove device for burning memorial notes, must have convenient access roads from transport routes (including for firefighters). cars) and be equipped with parking for trucks and cars belonging to the temple. The area of the economic zone is determined by the size of buildings and structures for household purposes, the number of vehicles determined by the design assignment, and is approximately 15% of the site area. The entrance of cargo vehicles should be provided from the side of the economic zone of the temple complex.

In large monastic complexes with a developed system of buildings and structures for household purposes, when designing an economic zone, one should be guided by SNiP 2.09.02.

House churches and churches built into public buildings of medical and social institutions, educational institutions, etc. should be located, as a rule, on the upper floors or in such a way that there are no other premises above the altar.

6.6 The area of the part of the temple where the worshipers are located is recommended to be taken at the rate of at least 0.25 m2 per person.

6.7 Functional and planning diagrams of an Orthodox church in connection with worship are given in Appendix E.

A schematic model of the temple with the symbolic meaning of its elements associated with worship is given in Appendix G.

Separate examples of temples from Russian temple-building practice that meet church canonical requirements are given in Appendix I.

It must be taken into account that the forms of the main elements of the temple, its functional and decorative elements are determined by the Orthodox tradition and symbolism, including:

Completion of the temple with a head with a cross;

Elevation of the floor level of the temple above ground level and salt with an altar above the floor level of the temple (may not exist in brownies and a number of ancient temples);

A bell tower or belfry can be built above the narthex.

In the vestibules, candle kiosks should be provided, as far as possible isolated from the prayer rooms of the temple (refectory and middle parts), places for custom worship services (for example, prayer services, memorial services), as well as utility rooms: staff rooms, cleaning equipment rooms, storerooms, outerwear wardrobes for parishioners, etc. in accordance with the design assignment.

If there is a dressing room for outerwear, the number of hooks is determined by the design assignment, but must be at least 10% of the capacity of the temple.

It is allowed to place a toilet for clergy in the western part of the narthex or its basement in a complex of utility rooms, separated from the rooms for parishioners.

6.9 The entrance to the narthex is provided from an open or covered area - the porch, rising above ground level by at least 0.45 m.

On the porch there should be a place for covers of coffins and wreaths.

The head should be crowned with a cross oriented to the west.

6.14 An altar intended for the clergy may be built in or attached to the middle part of the temple on the east side.

In churches with a capacity of up to 300 people, as a rule, one altar is arranged. In temples of larger capacity, according to the design assignment, several altars can be arranged in the aisles.

The depth of the altar in small and house churches should be at least 3.0 m, and in other churches at least 4.0 m. In the center of the altar there should be a square throne with a side size of 0.8-1.0 m at a distance to the Royal Doors not less than 1.3 m, around which, as a rule, a circular detour should be left with a distance from the throne to the altarpiece (Mountain Place) of at least 0.9 m (1). IN cathedrals at the High Place on a dais, seating places should be arranged for the bishop (in the center) and the clergy (on both sides).

At the altars of temples with a capacity of more than 300 people, as a rule, utility rooms (monomarks and sacristies) are arranged with an area of 4 to 12 m2. Entrances to them are organized from the altar; the installation of doors is not required.

6.17 Entrances to the altar should be organized from the middle part of the temple through the doors and the Royal Doors in the iconostasis, and thresholds are not allowed. An additional exit can be organized through a stamp or directly outside.

6.18 The iconostasis, by its design, represents a partition that separates the altar from the middle part of the temple. The height of the iconostasis is not regulated, but it is recommended to leave an open or lattice part at the top to hear the exclamations of the clergy and move air currents between the middle part of the temple and the altar.

In the iconostasis, as a rule, there should be three doors opening inside the altar: two side (northern and southern) single-leaf doors opening towards the side walls of the altar, with an opening width of about 0.9 m, but not less than 0.6 m, a height of about 2 , 1 m and one double-leaf, central, especially decorated, the so-called Royal Doors with an opening width of 1.0-1.4 m and a height, as a rule, 2.5 m. The dimensions of the iconostasis doors are set in accordance with the design assignment. In the aisle and house churches, in addition to the Royal Doors, only one side (northern) door (1) is allowed.

6.19 The role of the iconostasis can be performed by the eastern wall of the middle part of the temple with an attached altar or a specially arranged partition made of stone, brick or wood, which can be single-tiered or multi-tiered, filling the gap between the middle part of the temple and the altar. In 4-6-pillar churches, the iconostasis is arranged in front of the eastern pillars.

At the first stage of operation of the temple, a temporary iconostasis is allowed, made on a light frame.

The number of rows of the iconostasis is not regulated, but there must be at least one lower "local" row with the Crucifixion at the top.

The schemes for filling the iconostases are given in Appendix L.

6.20 In front of the altar there should be a solea with a width, as a rule, not less than 1.2 m, raised by one or more steps in relation to the floor level of the middle part of the temple. The floor level of the salt must match the floor level of the altar.

Opposite the Royal Doors, the salt, as a rule, has a protrusion (pulpit) of a polyhedral or semicircular shape with a radius of the upper step of 0.5-1.0 m.

6.21 In churches with a capacity of more than 300 people, the salt, as a rule, has a decorative lattice fence with opening parts opposite the doorways of the iconostasis. The width of each leaf must be at least 0.8 m.

6.22 On the sides of the salt, as a rule, kliros are arranged to accommodate church choirs. Their width is taken depending on the capacity of the temple, but should, as a rule, be at least 2.0 m. Kliros, as a rule, are separated from the middle part of the temple by icon cases for icons facing the middle part of the temple.

If it is impossible to place church choirs on the salt or on the mezzanine, fenced platforms can be arranged for them in the middle part of the temple, as a rule, if there are central pillars, on their eastern side.

6.23 Building and finishing materials must have a hygienic certificate. According to Orthodox tradition preference should be given to natural materials, including stone and wood, and their durability, acoustic properties and suitability for subsequent painting should also be taken into account.

Temples according to the degree of responsibility in accordance with SNiP 2.01.07 should belong to class 1 with a reliability coefficient for the purpose equal to 1.0.

The normative values of uniformly distributed live loads on floor slabs, stairs and floors on soils should be taken in relation to clause 4 in Table 3 of SNiP 2.01.07 equal to 400 kgf / m2.

Such elements specific to temple architecture as arches, vaults and domes can be made of brick or concrete. In some cases, vaulted coverings can be made using shotcrete on a metal frame. For the device of tent coverings can be used: brick, wooden or metal structures.

In the middle of covering the central part of the temple, side aisles and aisles, hooks for hanging chandeliers and polycadils should be provided.

Bell towers and belfries

middle part

Altar

8.9 Acoustic comfort in temples is provided by a set of measures for acoustics and protection from external and internal noise.

When designing noise protection measures, the spectral sound pressure levels of permissible noise in accordance with SNiP II-12 should be taken according to the PS-35 curve and the methods and means of noise protection given in this section should be used.

8.10 When choosing sites for the construction of temples, it is necessary to analyze the noise map of the area. The construction of temple buildings and their complexes near objects with increased noise operation (airports, etc.) is not recommended.

8.11 Ventilation chambers, pumping stations, heating points and other rooms with equipment that is a source of noise and vibration should not be located adjacent to and above the premises of churches and house churches, as well as rooms in church clergy houses used Sunday school, an almshouse, art workshops and other premises with a permanent stay of people. The reduction of noise and vibration from these sources is achieved by the use of low-noise equipment, the choice of its operation mode, as well as the use of sound-absorbing structures in rooms with noise sources and the installation of noise silencers in ventilation systems.

8.12 The choice of the optimal parameters of the internal surfaces of the temple premises (dimensions, type of finish) to achieve acoustic comfort should be carried out in accordance with the calculation.

When designing the acoustics of church premises, methods and tools used in the acoustic design of auditoriums should be applied, taking into account the specifics of the space-planning solution and the functional use of Orthodox churches. When calculating the frequency response of the reverberation time, one should take into account the peculiarities of acoustic signals transmitted in churches (vocalized or pastoral speech of clergy, choral chants), as well as a significant differentiation of acoustic conditions depending on the number and location of parishioners. The volume optimum of the reverberation should be the range of acceptable deviations from the average value of the reverberation time, which is acceptable at varying degrees filling the temple.

8.13 When designing temples with a dissected internal volume into the central and side naves, the refectory and the vestibule, the sound fields in them should be calculated taking into account the mutual acoustic influence and the non-diffuse nature of the sound fields in individual parts of the temple in accordance with Appendix M. In this case, the after-sound transients (reverberation) in each separate part of the temple should be calculated in isolation, taking into account the combination of the following factors:

Functional purpose, degree of filling of each volume;

The ratio of the air volumes of each part of the temple, the area of the openings between them and the area for the accommodation of parishioners;

Acoustic ratio between the total sound absorption funds in individual volumes.

8.14 When sound amplification installations are used in temples, their selection and placement of devices should be carried out in accordance with the acoustic calculation.

9. Engineering equipment

Heating and ventilation

9.1 In buildings and structures of temple complexes, heating and ventilation should be provided, which must be carried out in accordance with SNiP 2.04.05 and the requirements of this section.

If there are winter and summer temples in the temple complex, the heating system can be omitted in the latter.

9.2 The requirements for energy saving adopted for public buildings in the design of churches may not be taken into account due to the specifics of the mode of liturgical use of churches and their design solutions. The resistance to heat transfer of the enclosing structures of temples (with the exception of filling openings) R0 must be at least R0 (tr), determined according to SNiP II-3 based on sanitary and hygienic and comfortable conditions. In this case, the standard temperature difference Delta_t(n) is assumed to be 0.8 (t_v - t_p), but not more than 4°C.

The resistance to heat transfer of the external enclosing structures, the heating and ventilation system must ensure the prevention of condensation on the internal surfaces of the walls and the covering of the temple. In case of possible condensation on the surfaces of window panes, it is necessary to provide measures for its collection and removal.

9.3 The heating system of the temple (water, air, electric, stove) is selected in accordance with the design assignment, depending on its functional purpose and liturgical regime, capacity, space-planning and design solution, construction site.

Heat supply of buildings and structures of temple complexes can be carried out from external networks or from their own autonomous sources of heat.

9.4 The heating system is provided for all parts of the temple. Separate branches of the heating system should be provided for the temple, the church and clergy house, the utility block and other buildings that are part of the complex.

When heat is supplied from external networks, depending on local conditions, in one of the auxiliary buildings of the temple complex, an individual heating point (ITP) is arranged in a specially allocated room.

When a temple is located in a building of a public institution, it is possible to arrange an ITP and a control unit common to the temple and the building in which it is built, with separate heat and water meters for the temple.

The heating and ventilation systems of temples built into buildings for various purposes should be designed separate from the systems of these buildings.

9.5 Pipelines of the water heating system of the temple should be laid, as a rule, in underground channels with removable plates. It is recommended to install heaters of the water heating system near the outer walls and under the skylights in the niches.

9.6 In reconstructed churches with a capacity of up to 300 people, in the absence of a heat carrier, it is allowed not to provide for a common heating system if the temperature of the internal air during off-duty hours does not fall below 8 ° C at the calculated external air temperature of the coldest five-day week (parameters B). In this case, the heating of the air can be carried out by electric air heaters before the start of the service.

It is allowed to create comfortable microclimate zones by installing local heat sources, including oil and electric radiators in the altar, on the kliros and in the candle kiosk.

9.11 Air mobility in the lower zone of the central part of temples should not exceed 0.3 m/s. Air distributors for mechanical ventilation systems are calculated from the conditions of air distribution and acoustics.

9.12 When calculating the air exchange in the premises of temples, one should take into account the absorption of excess heat emitted by people, burning candles and lamps.

9.13 For temples with a capacity of 600 people or more, it is possible to install reheating heaters in the porch, automatically providing minor fluctuations in temperature and humidity parameters inside the temples (less than 5 ° C and 5% relative humidity in 1 hour).

9.14 In temples with a capacity of up to 600 people, natural ventilation without an organized mechanical inflow is allowed, provided that the air exchange rate given in Table 8 is provided.

It is recommended to use as security alarm sensors: signaling devices for blocking the opening of doors, windows, vents; glass breakage sensors, for penetration and for approaching windows.

Alarm networks are provided hidden and replaceable in hidden wiring channels in floor preparation, wall furrows. Design solutions should ensure that cables and devices of security alarm and television control systems are inaccessible to unauthorized persons.

Security systems can be combined with automatic fire alarm systems and others in accordance with RD 25.952.

Open the current version of the document right now or get full access to the GARANT system for 3 days for free!

If you are a user of the Internet version of the GARANT system, you can open this document right now or request it via the Hotline in the system.

A set of rules for the design of temples. A set of rules for the design and construction of buildings, structures and complexes of Orthodox churches. Code of Practice for Design and Construction

Foreword

1 area of use

2 Normative references

3 Terms and definitions

4 General provisions

Foreword

Introduction

1 area of use

2 Normative references

3 Terms and definitions

4 General requirements

5 Fire safety requirements for the placement of buildings and structures. Outdoor water supply

6 Requirements for space-planning and design solutions

7 Ensuring safe evacuation and rescue of people in case of fire

8 Fire safety engineering systems

8.1 General requirements

8.2 Requirements for internal fire-fighting plumbing

8.3 Heating, ventilation and smoke protection

8.4 Automatic fire alarm, automatic fire extinguishing, fire warning and evacuation control systems

1 AREA OF USE

2 REGULATORY REFERENCES

3 TERMS AND DEFINITIONS

4 GENERAL

5 LOCATION AND TERRITORY REQUIREMENTS

New on site

Who built St. Basil's Cathedral What is St. Basil's Cathedral made of

What does it mean to cry in a dream?

Main Features of Oriental Animal Calendar

Feast of the Baptism of the Lord Epiphany on January 19 is welcome

What can and cannot be done on the annunciation Is it possible to do household chores the holiday of the annunciation

Most popular

What threads are best for sewing jeans, and what technique to use to bypass thick seams?

Kathisma 5 read in Russian

Bible laid out for family reading

King Saul - Israel's first king God rewards Ruth

Prayers to the Martyrs and Confessors Guri, Samon and Aviv

POPULAR SECTIONS

Foreword

1 area of ​​use

2 Normative references

3 Terms and definitions

4 General provisions

Foreword

Introduction

1 area of ​​use

2 Normative references

3 Terms and definitions

4 General requirements

5 Fire safety requirements for the placement of buildings and structures. Outdoor water supply

6 Requirements for space-planning and design solutions

7 Ensuring safe evacuation and rescue of people in case of fire

8 Fire safety engineering systems

8.1 General requirements

8.2 Requirements for internal fire-fighting plumbing

8.3 Heating, ventilation and smoke protection

8.4 Automatic fire alarm, automatic fire extinguishing, fire warning and evacuation control systems

1 AREA OF USE

2 REGULATORY REFERENCES

3 TERMS AND DEFINITIONS

4 GENERAL

5 LOCATION AND TERRITORY REQUIREMENTS

New on site

Most popular

POPULAR SECTIONS

1 area of use

1 area of use