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This part of ISO 12006 defines a framework for the development of built environment classification systems. The framework is a breakdown structure supporting the spatial, physical, process aspects along with relevant resources and support This framework provides a set of recommended classification table titles for a range of information object groupings according to particular views, e.g., by form or function, supported by definitions. It shows how the object groupings classified in each table are related, e.g., in a building information model.

This part of ISO 12006 applies to the complete life cycle of assets, including briefing, design, documentation, construction, operation and maintenance, demolition and possible reuse of assets or components. It applies to both building and civil engineering works, including associated engineering services, landscaping and its natural environment. It is intended for use by organizations which develop and publish such classification systems and tables, which can vary in detail to suit local needs. When this part of ISO 12006 is applied in the development of local classification systems and tables, then harmonization between them will be facilitated.

The management of the built environment above the level of complex, entities and project/programmes (for example geographic catchment areas, asset portfolios, functional requirements and organizational activity) are outside the scope of this document.

This part of ISO 12006 does not provide the content of the tables, though it does give examples.

This document specifies a method for determining the fire resistance of parts of curtain walling and of the perimeter seal. It examines the fire resistance to internal and external fire exposure of: - the spandrel panel, i.e. downstand, upstand or a combination thereof; - the perimeter seal; - the fixing of the framing system (anchoring) used to attach the curtain walling to the floor element; - combinations thereof. NOTE 1 This document does not test fire spread that can be caused through cavities in the test specimen, i.e., inside of the mullions (see note to 9.1.2.3.3). Results from tests according to this document form the basis for classification of curtain walling type A (see 3.3 for definition). For curtain walling type B (see 3.4 for definition) results can be used to determine fire resistance of parts of a curtain walling to increase the field of application when previously tested to EN 1364-3. For intended classification EW and for corner/faceted specimens EN 1364-3 can be used. This document does not cover double skin façades, over-cladding systems and ventilated façade systems on external walls. It does not deal with the reaction to fire behaviour of curtain walling. This document is intended to be read in conjunction with EN 1363-1 and EN 1363-2 as well as EN 1364-3 for curtain walling type B. As per the type of curtain walling covered by this document, these are the ones included in EN 13119. NOTE 2 Annex A gives informative guidance on the principles of testing parts of curtain walling and the test method. NOTE 3 When tests are made to examine single elements (e.g. perimeter seal), those elements are to be installed as part of a curtain walling system.

This document provides guidance for the design of ventilation systems for basic ventilation in residential buildings to achieve an acceptable indoor air quality. It gives two approaches: - prescriptive approach; - performance-based approach. This document establishes guidelines for the usage of both the prescriptive and performance-based approaches. This document specifies performance indicators that can be used with the performance-based approach. This document partly covers intensive ventilation for indoor air quality purposes. This document concerns residential buildings but primarily focuses on dwellings (flats, apartments, and houses) and is also applicable to parts of other types of residential buildings. This document is applicable to, but not limited to: - mechanical ventilation; - natural ventilation; - hybrid ventilation. This document does not apply to: - dilution of tobacco smoke or radon and other soil gases; - ventilation of garages, roof voids, sub-floor voids, wall cavities and other spaces in the structure, under, over or around the living space; - providing air for combustion appliances; - air cleaning (e.g. portable stand-alone air cleaners to clean the indoor air); - air humidification or de-humidification; - thermal comfort in regard to overheating aspects. This document does not deal with the assessment of energy performance of buildings.

This document provides guidance for the design of ventilation systems for basic ventilation in residential buildings to achieve an acceptable indoor air quality. It gives two approaches: - prescriptive approach; - performance-based approach. This document establishes guidelines for the usage of both the prescriptive and performance-based approaches. This document specifies performance indicators that can be used with the performance-based approach. This document partly covers intensive ventilation for indoor air quality purposes. This document concerns residential buildings but primarily focuses on dwellings (flats, apartments, and houses) and is also applicable to parts of other types of residential buildings. This document is applicable to, but not limited to: - mechanical ventilation; - natural ventilation; - hybrid ventilation. This document does not apply to: - dilution of tobacco smoke or radon and other soil gases; - ventilation of garages, roof voids, sub-floor voids, wall cavities and other spaces in the structure, under, over or around the living space; - providing air for combustion appliances; - air cleaning (e.g. portable stand-alone air cleaners to clean the indoor air); - air humidification or de-humidification; - thermal comfort in regard to overheating aspects. This document does not deal with the assessment of energy performance of buildings.

This document specifies requirements for the execution, i.e. the manufacture and the installation, of cold-formed structural steel members and profiled sheeting and cold-formed structures for roof, ceiling, floor, wall and cladding applications. This document applies to structures designed according to the EN 1993 series. This document applies to structural members and profiled sheeting designed according to EN 1993 1 3. This document can be used for structures designed according to other design rules provided that conditions for execution comply with them and any necessary additional requirements are specified. This document also specifies requirements for the execution i.e. the manufacture and the installation of structures made from cold-formed profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading or seismic loading conditions and their documentation. This document covers structural profiled sheeting of Structural Class I and II and structural profiled sheeting in Structural Class III according to EN 1993 1 3 used in structures. NOTE 1 In National Annexes of EN 1993 1 3 specifications can be given regarding the use of the Structural Classes. This document covers structural members of all structural classes according to EN 1993 1 3. Structural profiled sheeting is understood here to be: - profiled sheet, such as trapezoidal, sinusoidal or liner trays (Figure 1). Structural members are understood here to be: - members (linear profiled cross sections) that are produced by cold forming (Figure 2). This document also covers: - not welded built-up sections (Figure 2d); - cold-formed closed and hollow sections including the welding of the longitudinal seam (Figure 2b and Figure 2c), not covered by EN 10219 1; — perforated, punctured and micro profiled sheeting and members; The welding of built-up sections are not covered. The welding provisions are given in EN 1090 2. This document also covers spacer constructions between the outer and inner or upper and lower skins for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as all has a structural purpose. This document covers steel profiled sheeting for composite floors, e.g. during installation and in stage of pouring concrete. This document also covers the deconstruction of structures made from cold-formed profiled sheeting and structural members for roof, ceiling, floor and wall applications. Composite structural members where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this document. This document does not cover the necessary analyses and detailing and execution rules for thermal insulation, moisture protection, noise control and fire protection. This document does not cover regulations of roof cladding and wall cladding, produced by traditional plumber methods or tinsmith methods. This document does not cover detailed requirements for water tightness or air permeability resistance and thermal aspects of profiled sheeting. NOTE 2 The structures covered in this document can be for example. - single- or multi-skin roofs, whereby the load-bearing structure (lower skin) or the actual roof covering (upper skin) or both consist of cold-formed structural members and profiled sheeting; - single- or multi-skin walls whereby the load-bearing structure (inner skin), the actual cladding (outer skin) or both consist of cold-formed structural members and profiled sheeting, or - trusses from cold-formed members. NOTE 3 Structures can consist of an assembly of structural members and profiled sheeting made of steel according to EN 1090 4 and of aluminium according to EN 1090 5.

This document specifies requirements for the execution i.e. the manufacture and the installation of cold-formed structural aluminium profiled sheeting, and for the installation of structural members made of aluminium for roof, ceiling, floor, wall and cladding applications. This document applies to structures designed according to the EN 1999 series. This document applies to profiled sheeting to be designed according to EN 1999 1 4. This document also specifies requirements for the execution i.e. the manufacture and the installation of structures made from cold-formed profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading or seismic loading conditions and their documentation. This document covers products of Structural Class I and II and structural profiled sheeting in Structural Class III according to EN 1999 1 4 used in structures. NOTE 1 In National Annexes of EN 1999 1 4 specifications can be given regarding the use of the Structural Classes. Structural profiled sheeting is understood here to be profiled sheet, such as trapezoidal or sinusoidal (Figure 1). Perforated and micro profiled sheeting are also covered by this part. This document also covers spacer constructions between the outer and inner or upper and lower skins as well as supporting members for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as they are involved in load transfer, it also covers connections and attachments of these elements (Figure 2). A combination of steel and aluminium structural profiled sheeting are permitted, e.g. liner trays made of steel, stiffened by profiles made of aluminium. In this case, EN 1090 4 and this document apply. This document also covers the deconstruction of structures made from cold-formed profiled sheeting and structural members for roof, ceiling, floor and wall applications. This document does not cover the manufacturing of structural members of all structural classes according to EN 1999 1 4. These products are covered by EN 1090 3. Welded sections are excluded from this part and are covered by EN 1090 3 except seal welding in low-stress areas. Composite structural profiled sheeting where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this standard. NOTE 2 The structures covered in this standard can be for example - single- or multi-skin roofs, whereby the load-bearing structure (lower skin) as well as the actual roof covering (upper skin) or both consist of structural profiled sheeting; - single- or multi-skin walls whereby the load-bearing structure (inner skin) as well as the actual cladding (outer skin) or both consist of structural profiled sheeting; or - suspended ceilings for interior fitting.

This Standard is applicable for the design of structural or self supporting systems made of sandwich panels with steel faces and core material with a Declaration of Performance (according to EN 14509-1 and -2) used as internal and external walls, roofs and ceilings.

This document is applicable to ground limestone intended to be used as concrete addition, and for use in mortar and grouts. The document specifies requirements for the chemical and physical properties as well as quality control procedures for ground limestone, for use as an addition for production of concrete conforming to EN 206. This document does not specify provisions for the practical application of ground limestone in the production of concrete.

ISO 15957:2015 defines the properties of load test dusts used for heating, ventilation, and air conditioning (HVAC) air filters as well as air cleaning equipment in laboratories. Test dusts used for evaluation of efficiency performance are not included.

This document specifies the method to be used to determine the resistance to repeated opening and closing of windows and pedestrian doorsets when subjected to repeated opening and closing. It applies to all construction materials and operating systems for any window or pedestrian doorset, including gaskets and building hardware, in normal operating conditions. The parts concerned in the testing are the frame, the opening component (including any additional moving components e.g. an inactive sash/leaf) and all essential and directly involved building hardware, including operating devices, for example, the handle. The testing does not include any hardware whose operation is not directly involved in the opening and closing of the moving components: added-on fastening systems such as peg-stays or cabin hooks or bolts, nor, unless specified, any independently installed stops (not connected to the complete assembly) such as a wall or ground-mounted stop. NOTE 1 The annexes provide more details on the testing procedures that can differ from the main part of this document and are normative: - Annex A applies to tilt and turn, tilt-first, turn-only, or tilt-only windows and door-height windows; - Annex B applies to sliding, lift and slide or lift and slide and tilt windows and door-height windows; - Annex C applies to tilt and slide windows and door-height windows; - Annex D applies to fold and slide windows and door-height windows; - Annex E applies to horizontal and vertical pivot windows and door-height windows; - Annex F applies to vertical sliding windows; - Annex G applies to side-hung casements and top-hung windows, opening outwards (including reversible windows); - Annex H applies to side-hung single and double action pedestrian doorsets excluding power operated doors; - Annex I applies to power-operated (automatic) side-hung single action pedestrian doorsets. NOTE 2 In this document, the term door-height window is used for windows that are used for the passage of pedestrians, i.e. as a pedestrian doorset.

This document establishes the values of basic module, multimodules for horizontal coordinating dimensions and sub-modular increments for use in modular coordination of buildings. This document also specifies preferred vertical modular dimensions, series of preferred multimodular sizes for horizontal dimensions for all types in accordance with general principles and rules for modular coordination.

This document specifies the method to be used to determine the resistance to repeated opening and closing of windows and pedestrian doorsets when subjected to repeated opening and closing. It applies to all construction materials and operating systems for any window or pedestrian doorset, including gaskets and building hardware, in normal operating conditions. The parts concerned in the testing are the frame, the opening component (including any additional moving components e.g. an inactive sash/leaf) and all essential and directly involved building hardware, including operating devices, for example, the handle. The testing does not include any hardware whose operation is not directly involved in the opening and closing of the moving components: added-on fastening systems such as peg-stays or cabin hooks or bolts, nor, unless specified, any independently installed stops (not connected to the complete assembly) such as a wall or ground-mounted stop. NOTE 1 The annexes provide more details on the testing procedures that can differ from the main part of this document and are normative: - Annex A applies to tilt and turn, tilt-first, turn-only, or tilt-only windows and door-height windows; - Annex B applies to sliding, lift and slide or lift and slide and tilt windows and door-height windows; - Annex C applies to tilt and slide windows and door-height windows; - Annex D applies to fold and slide windows and door-height windows; - Annex E applies to horizontal and vertical pivot windows and door-height windows; - Annex F applies to vertical sliding windows; - Annex G applies to side-hung casements and top-hung windows, opening outwards (including reversible windows); - Annex H applies to side-hung single and double action pedestrian doorsets excluding power operated doors; - Annex I applies to power-operated (automatic) side-hung single action pedestrian doorsets. NOTE 2 In this document, the term door-height window is used for windows that are used for the passage of pedestrians, i.e. as a pedestrian doorset.

This document specifies the method to be used to determine the resistance to repeated opening and closing of windows and pedestrian doorsets when subjected to repeated opening and closing. It applies to all construction materials and operating systems for any window or pedestrian doorset, including gaskets and building hardware, in normal operating conditions. The parts concerned in the testing are the frame, the opening component (including any additional moving components e.g. an inactive sash/leaf) and all essential and directly involved building hardware, including operating devices, for example, the handle. The testing does not include any hardware whose operation is not directly involved in the opening and closing of the moving components: added-on fastening systems such as peg-stays or cabin hooks or bolts, nor, unless specified, any independently installed stops (not connected to the complete assembly) such as a wall or ground-mounted stop. NOTE 1 The annexes provide more details on the testing procedures that can differ from the main part of this document and are normative: - Annex A applies to tilt and turn, tilt-first, turn-only, or tilt-only windows and door-height windows; - Annex B applies to sliding, lift and slide or lift and slide and tilt windows and door-height windows; - Annex C applies to tilt and slide windows and door-height windows; - Annex D applies to fold and slide windows and door-height windows; - Annex E applies to horizontal and vertical pivot windows and door-height windows; - Annex F applies to vertical sliding windows; - Annex G applies to side-hung casements and top-hung windows, opening outwards (including reversible windows); - Annex H applies to side-hung single and double action pedestrian doorsets excluding power operated doors; - Annex I applies to power-operated (automatic) side-hung single action pedestrian doorsets. NOTE 2 In this document, the term door-height window is used for windows that are used for the passage of pedestrians, i.e. as a pedestrian doorset.

This document specifies the discard criteria for stranded steel wire ropes used for suspension, compensation and overspeed governor duties on passenger or goods passenger lifts or goods-only lifts with traction, positive or hydraulic drive. It is also applicable for service lifts and other guided lifting appliances for the transportation of persons.

This document is applicable to ropes made from bright or galvanized wire finish in various constructions from 6 mm to 38 mm diameter.

This document is not applicable to plastic coated steel wire ropes and ropes for

-   builder’s hoists,

-   temporary hoists not running between permanent guides — whether passenger-carrying or not,

-   cableways,

mine hoists.