91.200 - Construction technology
ICS 91.200 Details
Construction technology
Bautechnologie
Techniques de construction
Gradbena tehnologija
General Information
Frequently Asked Questions
ICS 91.200 is a classification code in the International Classification for Standards (ICS) system. It covers "Construction technology". The ICS is a hierarchical classification system used to organize international, regional, and national standards, facilitating the search and identification of standards across different fields.
There are 71 standards classified under ICS 91.200 (Construction technology). These standards are published by international and regional standardization bodies including ISO, IEC, CEN, CENELEC, and ETSI.
The International Classification for Standards (ICS) is a hierarchical classification system maintained by ISO to organize standards and related documents. It uses a three-level structure with field (2 digits), group (3 digits), and sub-group (2 digits) codes. The ICS helps users find standards by subject area and enables statistical analysis of standards development activities.
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IEC 61558-2-23:2024 is available as IEC 61558-2-23:2024 RLV which contains the International Standard and its Redline version, showing all changes of the technical content compared to the previous edition.
IEC 61558-2-23:2024 deals with the safety of transformers for construction sites and power supply units incorporating transformers for construction sites. Transformers incorporating electronic circuits are also covered by this document. This third edition cancels and replaces the second edition published in 2010. This edition constitutes a technical revision.
This edition includes the following significant technical changes with respect to the previous edition:
a) adjustment of structure and references in accordance with IEC 61558-1:2017;
b) new symbol for power supply units with linearly regulated output voltage.
It has the status of a group safety publication in accordance with IEC Guide 104.
- Standard25 pagesEnglish languagee-Library read for1 day
This document provides a methodology for the evaluation of the potential for sustainable refurbishment of an existing building, as a means of contributing to the circular economy, to support the decision-making process. Sustainable refurbishment aims to close the gap between current performance and current requirements fulfilling authorities’ sustainability regulations and contribute to meet sustainability goals which maximizes the environmental, social and economic performance. It also aims to allow the adaptability to fulfil future needs. It can be used for a building or part(s) of a building, as well as a portfolio of buildings.
This document gives a methodology for assessing performance characteristics of existing buildings in terms of:
1) Technical aspects
2) Adaptability
3) Usability
4) Social aspects
5) Energy, water and operational impacts
6) Quality of indoor environment (including health aspects)
7) Economic feasibility
8) Climate change resilience
9) Embodied environmental impacts
The document describes the work to be done in main applicable categories of a 6 steps process:
• Step 0: Establish brief of the object of the assessment
• Step 1: Evaluating the building
• Step 2: Sustainable deconstruction
• Step 3: Sustainable construction process
• Step 4: Sustainable commissioning
• Step 5: Sustainable in use
NOTE In this document the users are people and organisations using the building, including the facility management. In some buildings visitors are also important users and need to be taken into account.
This approach is generic for all types of buildings. At present this document does not cover civil engineering work and it does not give benchmarks for the evaluation.
Assessment of the impacts of sustainable refurbishment of buildings is covered by calculation methods described in EN 15978, EN 16309 and EN 16627.
- Standard43 pagesEnglish languagee-Library read for1 day
This document provides a methodology for the evaluation of the potential for sustainable refurbishment of an existing building, as a means of contributing to the circular economy, to support the decision-making process. Sustainable refurbishment aims to close the gap between current performance and current requirements fulfilling authorities’ sustainability regulations and contribute to meet sustainability goals which maximizes the environmental, social and economic performance. It also aims to allow the adaptability to fulfil future needs. It can be used for a building or part(s) of a building, as well as a portfolio of buildings.
This document gives a methodology for assessing performance characteristics of existing buildings in terms of:
1) Technical aspects
2) Adaptability
3) Usability
4) Social aspects
5) Energy, water and operational impacts
6) Quality of indoor environment (including health aspects)
7) Economic feasibility
8) Climate change resilience
9) Embodied environmental impacts
The document describes the work to be done in main applicable categories of a 6 steps process:
• Step 0: Establish brief of the object of the assessment
• Step 1: Evaluating the building
• Step 2: Sustainable deconstruction
• Step 3: Sustainable construction process
• Step 4: Sustainable commissioning
• Step 5: Sustainable in use
NOTE In this document the users are people and organisations using the building, including the facility management. In some buildings visitors are also important users and need to be taken into account.
This approach is generic for all types of buildings. At present this document does not cover civil engineering work and it does not give benchmarks for the evaluation.
Assessment of the impacts of sustainable refurbishment of buildings is covered by calculation methods described in EN 15978, EN 16309 and EN 16627.
- Standard43 pagesEnglish languagee-Library read for1 day
SIGNIFICANCE AND USE
4.1 There are many reasons to implement a CWM plan. The focus of this guide is development of CWM plans that describe intended waste management methods and preconstruction and construction procedures to facilitate the optimal management of discarded materials.
4.2 A CWM plan includes, but is not limited to, requirements for documentation of the types and amounts of material generated, final disposition of the materials, and supporting evidence or statements as to the disposition (see 3.2.2).
4.3 The users of this guide can include contractors, architects, engineers, building owners or their representatives, consultants, and government agencies, all of whom may have an interest in reducing construction site waste.
4.4 Project teams should ensure they use recycling facilities (see 3.2.3) to recycle materials generated in their construction, deconstruction, or demolition projects.
SCOPE
1.1 The purpose of this guide is to facilitate development of a waste management plan for construction, deconstruction, or demolition projects (hereafter, construction waste management (CWM) plan).
1.2 This guide applies to CWM plans developed for construction, renovation, deconstruction, and demolition of buildings, factories, parking structures, and any other structure, as well as above- and below-ground infrastructure.
1.3 This guide includes CWM plan guidance for the wastes generated on-site during construction, deconstruction, and demolition projects.
Note 1: For example, included is any waste generated during these activities such as structural and finish materials and construction chemicals; construction product and materials packaging; construction office waste, including paper documents; wastes from site development work, such as excavated soils, rocks, vegetation, and stumps; and other ancillary items, such as broken tools, safety materials/personal protective equipment, and food and beverages and their packaging. The list of items above is offered for illustration purposes only; it is not intended to be fully inclusive of all materials from a construction, deconstruction, or demolition project that are suitable for reuse, repurposing, manufacturer reclamation, composting, or recycling.
1.4 Waste generated in the manufacture, preparation, or fabrication of materials before delivery to the job site are not in the scope of this guide.
1.5 This guide does not change or substitute for any federal, state, or local statutory or regulatory provisions or requirements including, but not limited to, those related to the handling, control, containment, transport, or disposition of any particular material.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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- Guide5 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 EPA regulations require Portland cement plants that burn hazardous waste to use BLDs or PMDs to provide either a relative or an absolute indication of PM concentration and to alert the plant operator of the need to inspect PM control equipment or initiate corrective action. EPA and others have not established for these applications specific design and performance specifications for these instruments. The design and performance specifications and test procedures contained in this practice will help ensure that measurement systems are capable of providing reliable monitoring data.
5.2 This practice identifies relevant information and operational characteristics of BLD and PMD monitoring devices for Portland cement kiln systems. This practice will assist equipment suppliers and users in the evaluation and selection of appropriate monitoring equipment.
5.3 This practice requires that tests be conducted to verify manufacturer’s published specifications for detection limit, linearity, thermal stability, insensitivity to supply voltage variations and other factors so that purchasers can rely on the manufacturer’s published specifications. Purchasers are also assured that the specific instrument has been tested at the point of manufacture and shown to meet selected design and performance specifications prior to shipment.
5.4 This practice requires that the manufacturer develop and provide to the user written procedures for installation start-up, operation, maintenance, and quality assurance of the equipment. This practice requires that these same procedures are used for a field performance demonstration of the BLD or PMD monitoring equipment at a Portland cement plant.
5.5 The applicable test procedures and specifications of this practice are selected to address the equipment and activities that are within the control of the manufacturer.
5.6 This practice also may serve as the basis for third party independent audits of the certification procedures used ...
SCOPE
1.1 This practice covers the procedure for certifying particulate matter detectors (PMDs) and bag leak detectors (BLDs) that are used to monitor particulate matter (PM) emissions from kiln systems at Portland cement plants that burn hazardous waste. It includes design specifications, performance specifications, test procedures, and information requirements to ensure that these continuous monitors meet minimum requirements, necessary in part, to monitor reliably PM concentrations to indicate the need for inspection or corrective action of the types of air pollution control devices that are used at Portland cement plants that burn hazardous waste.
1.2 This practice applies specifically to the original manufacturer, or to those involved in the repair, remanufacture, or resale of PMDs or BLDs.
1.3 This practice applies to (a) wet or dry process cement kilns equipped with electrostatic precipitators, and (b) dry process kilns, including pre-heater pre-calciner kiln systems, equipped with fabric filter controls. Some types of monitoring instruments are suitable for only certain types of applications.
Note 1: This practice has been developed based on careful consideration of the nature and variability of PM concentrations, effluent conditions, and the type, configuration, and operating characteristics of air pollution control devices used at Portland cement plants that burn hazardous waste.
1.4 This practice applies to Portland cement kiln systems subject to PM emission standards contained in 40 CFR 63, Subpart EEE.
Note 2: The level of the PM emission limit is relevant to the design and selection of appropriate PMD and BLD instrumentation. The current promulgated PM emission standards (70 FR 59402, Oct. 12, 2005) are: (a) 65 mg/dscm at 7 % O2 (0.028 gr/dscf at 7 % O2) or approximately 30 mg/acm (0.013 gr/acf) for “existing sources” and (b) 5.3 mg/dscm at 7 % O2 (0.0023 gr/dscf at 7 % O2) or approximately 2.5 mg/ac...
- Standard21 pagesEnglish languagesale 15% off
- Standard21 pagesEnglish languagesale 15% off
This document defines terms that are commonly used in procedures for setting out, measurement and surveying in buildings and civil engineering works.
- Standard34 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 JPM produces two measurements: construction production rate and productivity.
5.1.1 JPM measures the overall production rate by comparing CPIP to the time elapsed in the construction schedule.
5.1.2 JPM measures overall job productivity through a comparison of labor usage to a reference point.
5.2 JPM issues early warning signals for construction.
5.2.1 JPM identifies productivity deviations in the form of any gains or losses in productivity, and anomalies indicating a special cause, from the productivity reference point.
5.2.2 JPM measures the productivity changes to individual building elements (according to the UNIFORMAT II format for organizing building data, in Classification E1557) with the same methodology used for overall job productivity measurement.
5.2.3 JPM measures ongoing changes in labor usage.
5.3 JPM measures productivity wherever the labor is used in construction by:
5.3.1 Any contractor or construction manager directly or indirectly responsible for the productivity of the labor and its usage.
5.3.2 Any contractor or construction manager conducting self performance on any portion of the construction job.
5.3.3 Any contractor or construction manager supervising labor performance on any portion of a construction job.
SCOPE
1.1 Based on the UNIFORMAT II format for organizing building data, established in Classification E1557, and depending on the level where measurement is applied (industry, total job, or building element), JPM measures construction productivity at three levels: task, project, and industry (shown in Fig. 1). By comparing labor hours used against CPIP, JPM allows for unified measurement of established building elements (according to the UNIFORMAT II format. This practice establishes a process for measuring construction job productivity by comparing labor usage to CPIP.
FIG. 1 Measurement of Productivity at the Industry, Project, and Task Level
1.2 JPM measures labor productivity of the installation processes on a construction job.2
1.3 CPIP is measured with input from the labor performing the installation, utilizing elements of statistical process control (SPC) and industrial engineering.
1.4 JPM takes into account the difficulty of installation at any given point on a job.
1.5 JPM evaluates relative productivity changes using trend monitoring.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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- Standard25 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 This guide sets forth the minimum standard requirements for the application of temporary fences for construction sites by installing 6 or 8 ft (1.83 or 2.44 m) high temporary construction fence enclosures used to delineate and form a physical barrier on the construction site. A wide variety of materials, both new and used, are acceptable as long as the finished product is neat and uniform in appearance.
5.2 Temporary fences should form a continuous barrier, panel type fence to be securely attached together or to a supporting post with steel fitting forming a positive connection.
Note 1: Warning to end user regarding screening: Wind screens applied to a fence form a solid barrier. The temporary fence described in this standard is not capable of handing 110 MPH wind gusts per ASCE/SEI 7-10. If screening is to be installed the fence should be researched and designed the same as a permanent fence to support the wind load; refer to Chain Link Manufacturers Institute Wind Load Guide, WLG 2445.
Note 2: Warning to end user regarding installations adjacent to open excavation and street corners. Refer to contract documents, site plans, or local codes for fence offset from excavations and to ensure vehicles a clear line of sight for street corner safety.
SCOPE
1.1 This guide covers a variety of materials and methods used in the construction of temporary fences.
1.2 Temporary fences are physical barriers used to define and designate the boundary of construction sites.
1.3 Temporary fences are intended to be installed before any construction activity starting and removed at the end of the construction phase. The duration of service can vary; consideration should be given to the length of time the temporary fence will be in use.
1.4 When determining and specifying materials and installation methods, investigate contract specifications, contract documents, site plan fence location, and, possibly, local codes. Before installation, review and inspect existing site conditions. In some cases, a permanent fence installation should be used as temporary fencing.
1.5 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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IEC 60364-7-7-704:2017(E) lays down requirements which apply to installations for construction and demolition sites for use during the period of the construction or demolition work which are intended to be taken out of service upon completion of the works. Examples include the following:
- construction work of new buildings;
- repair, alteration, extension or demolition of existing buildings or parts of existing buildings;
- engineering works;
- earthworks;
- work of similar nature. The requirements apply to fixed or moveable installations. This new edition includes the following significant technical changes with respect to the previous edition:
- clarification of the scope;
- clarification of compliance with standards;
- clarification of devices for isolation.
- Standardization document26 pagesEnglish languagee-Library read for1 day
1.1 Temporarily-installed, guided powered platforms with rack and pinion drive, which have an open carrier and hold-to-run controls operated by authorized, trained operators on the carrier.
Used for transporting authorised passengers and materials vertically (or along the path 15° maximum of the vertical), at limited speed (max 0,2 m/s), with a minimum offset distance of 500 mm and serving fixed levels on a building or structure for construction related activities including renovation and maintenance.
This European Standard does not include
a) hydraulic drives for transport platforms,
b) wire rope drives for transport platforms,
c) chain drives for transport platforms,
d) use as a Mast Climbing Work Platform (see EN 1495),
e) use as a Goods Hoist (see EN 12158-1),
f) use as a Passenger/Goods Hoist (see EN 12159).
1.2 This European Standard identifies hazards as listed in Clause 4 which arise during the various phases in the life of such equipment and describes methods for the elimination or reduction of these hazards when used as intended by the manufacturer.
1.3 This European Standard does not specify the additional requirements for
a) operation in severe conditions (e.g. extreme climates, strong magnetic fields),
b) lightning protection,
c) operation subject to special rules (e.g. potentially explosive atmospheres),
d) electromagnetic compatibility (emission, immunity),
e) handling of loads the nature of which could lead to dangerous situations (e.g. molten metal, acids/bases,
f) radiating materials, fragile loads),
g) the use of combustion engines,
h) the use of remote controls,
i) hazards occurring during manufacture,
j) hazards occurring as a result of mobility,
k) hazards occurring as a result of being erected over a public road,
l) earthquakes,
m) noise.
1.4 This European Standard is not applicable to
a) builders hoists for materials,
b) builders hoists for persons and materials,
c) lifts according to EN 81-1:1998, EN 81-2:1998 and EN 81-3:2000,
d) inclined hoists according to EN 12158-2:2000,
e) work cages suspended from lifting appliances,
f) work platforms carried on the forks of fork trucks,
g) work platforms,
h) funiculars,
i) lifts specially designed for military purposes,
j) mine lifts,
k) theatre elevators,
l) special purpose lifts.
1.5 This European Standard deals with the transport platform installation. It includes the base frame and base enclosure but excludes the design of any concrete, hard core, timber or other foundation arrangement. It includes the design of mast ties but excludes the design of anchorage bolts to the supporting structure. It includes the landing gates and their frames but excludes the design of any anchorage fixing bolts to the supporting structure.
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This European Standard specifies performance requirements and design methods for temporary roofs and encapsulations.
It is possible to form the constructions in several ways:
- roof which is supported by an existing permanent construction (Figure 1);
- roof which is supported by a scaffold (Figure 2 and 3);
- roof which is supported by another temporary construction (e.g. steel frame);
- wall which is supported by a separate construction (Figure 4);
- encapsulation which is a complete temporary construction including roof, walls and corresponding temporary supports (Figure 5).
This European Standard sets out general requirements. These are substantially independent of the materials of which the construction is made. This standard is intended to be used as the basis for enquiry and design.
- Standard21 pagesEnglish languagee-Library read for1 day
This European Standard specifies performance requirements and design methods for temporary roofs and encapsulations.
It is possible to form the constructions in several ways:
- roof which is supported by an existing permanent construction (Figure 1);
- roof which is supported by a scaffold (Figure 2 and 3);
- roof which is supported by another temporary construction (e.g. steel frame);
- wall which is supported by a separate construction (Figure 4);
- encapsulation which is a complete temporary construction including roof, walls and corresponding temporary supports (Figure 5).
This European Standard sets out general requirements. These are substantially independent of the materials of which the construction is made. This standard is intended to be used as the basis for enquiry and design.
- Standard21 pagesEnglish languagee-Library read for1 day
IEC 61439-4:2012 defines the specific requirements of ACS as follows: - ASSEMBLIES for which the rated voltage does not exceed 1 000 V in case of a.c. or 1 500 V in case of d.c.; - ASSEMBLIES where the nominal primary voltage and the nominal secondary voltage of transformers incorporated in ACS are within the limits specified above; - ASSEMBLIES intended for use on construction sites, both indoors and outdoors, i.e. temporary places of work to which the public do not generally have access and where building construction, installation, repairs, alteration or demolition of property (buildings) or civil engineering (public works) or excavation or any other similar operations are carried out; - transportable (semi-fixed) or mobile ASSEMBLIES with enclosure. The manufacture and/or assembly may be carried out other than by the original manufacturer. This first edition of IEC 61439-4 cancels and replaces the second edition of IEC 60439-4 (2004), and constitutes a technical revision. This edition includes the following significant technical changes with respect to the last edition of IEC 60439-4: - modification of the title as 'Part 4: Particular requirements for assemblies for construction sites (ACS)'; - alignment on IEC 61439-1 regarding the structure and technical content, as applicable; - to allow comparison with tested ACS.
- Standard35 pagesEnglish languagee-Library read for1 day
- Standard – translation36 pagesSlovenian languagee-Library read for1 day
IEC 61558-2-23:2010 deals with the safety of transformers for construction sites and power supply units incorporating transformers for construction sites. Transformers incorporating electronic circuits are also covered by this standard. This second edition cancels and replaces the first edition published in 2000. It constitutes a technical revision. The main changes consist of updating this Part 2-23 in accordance with IEC 61558-1:2005. This part has the status of a group safety publication in accordance with IEC Guide 104: The preparation of safety publications and the use of basic safety publications and group safety publications. The attention of National Committees is drawn to the fact that equipment manufacturers and testing organizations may need a transitional period following publication of a new, amended or revised IEC publication in which to make products in accordance with the new requirements and to equip themselves for conducting new or revised tests. It is the recommendation of the committee that the content of this publication be adopted for implementation nationally not earlier than 12 months from the date of publication. In the meantime, the previous edition can still be ordered by contacting your local IEC member National Committee or the IEC Central Office.
- Standard24 pagesEnglish languagee-Library read for1 day
AFNOR/DIN - Wrong equations in 7.2.2.2 and 7.4
- Corrigendum2 pagesGerman and French languagee-Library read for1 day
- Standard30 pagesEnglish languagesale 15% off
Provides guidance in the form of check-lists for the surveying and setting-out services that may be required during the development and construction of buildings and ancillary works. This first edition together with ISO 4463-1 and ISO 4463-2 replaces ISO 4463:1979, which has been technically revised.
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Deals with the stages of establishing and marking measuring stations and targets on building sites. Examples of different stations, targets and location plans are given in annex A. This first edition together with ISO 4463-1 and ISO 4463-3 replaces ISO 4463:1979, which has been technically revised.
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Deals with the different stages of the setting out work, i.e. the measuring of the primary framework (traverses, grids, etc.) on the site, the setting out of reference lines (baselines), the transfer (plumbing up) of reference lines to other floors, the setting out of position points and the levelling procedure for these different stages. Gives values for permissible deviations when measuring and setting out and recommends certain procedures and instruments to be used.
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- Standard21 pagesFrench languagesale 15% off
Gives the procedures to be understood and a list of items to be agreed upon by all parties in a building project. Applies to dimensional quality control procedures and requirements, to be used for construction work. Annex A contains a list recommendations to be used when applicable.
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Gives some alternative measuring methods for the determination of shape, dimensions and dimensional deviations of buildings and building products. These methods concern primarily objects the faces of which are rectilinear in shape and which have a modulus of elasticity larger than 35 kPa, for example concrete, steel, wood, hard plastic.
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Gives guidance on the position of measuring points to be used in the measurement of buildings and building products. The positions given apply for check and compliance measurement and for collecting accuracy data. Building products consisting of glass wool and similar soft materials are not the subject of this Standard.
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- Standard24 pagesFrench languagesale 15% off
Specifies an operational procedure which can be used to determine acceptance of dimensional accuracy of components, and operations in the building industry to be used when the parties involved agree to refer to this part of ISO 3443. The procedure relates to the recognition of specified requirements, the criteria of acceptance and consequences of rejection, recommendations on the agreements and methods of measurement, and the planning and execution of inspection by statistical methods. Applies to all types of forms, dimensions and positions within the building industry.
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Provides a basis for relating joint clearances and target sizes and for the prediction of fit within the context of dimensional coordination, including modular coordination. Is intended for use by component manufacturers when determining target sizes for standard components and by building designers when determining target sizes for construction on site, assessing the applicability of standard components or determining target sizes for non-standard components.
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Indicates some general principles and a method for predicting deviations in composite systems and specifying tolerances for the constituent elements in order to meet functional requirements and tolerance specifications for the assembly. Applies to tolerances and deviations in all kind of assemblies and other systems composed of elements, within the building industry.
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Gives the general principles according to which tolerances should be specified and the approval criteria of geometrical characteristics which result from any operation made in building construction. Applies to all types of form, dimensions and positions within the building industry where tolerances are specified.
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Is one of a series dealing with general rules and principles for the jointing of building components. Establishes a classification system for joints in building based on the ability of joints to accommodate dimensional deviations during construction. Examples of types of joints are given in an annex.
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- Standard + National Annex and/or Foreword9 pagesForeword and/or annex in Slovenian language, body of the standard in English languagee-Library read for1 day
Specifies a series of values from which tolerances shall be chosen for dimensional specification of building components and constructions. The basis for the determination of the tolerances to be specified is dealt with in other standards, especially ISO 3443 parts 1 to 4 and ISO 4464.
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Indicates the principles to be applied for carrying out dimensional compliance control measurements in building construction. Deals with compliance measurements for setting out component manufacture and assembly, and the building as a whole. Applies to all types of building construction.
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Describes the fundamental characteristics of dimensional variability in building and of the particular case of combination of random unrelated variables. Sets out the need to relate dimensional variability to the limits imposed on joint widths by the need for satisfactory functioning. Applies to all forms of building construction that have predictable variability which follows a Gaussian distribution.
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Describes the nature of dimensional variability in building and the purposes for which it has to be quantified, and defines the factors to be taken into account in the evaluation, specification and verification of tolerances for the manufacture of building components and for site work. Applies to components and buildings generally, including those designed in accordance with the principles of modular co-ordination.
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NOTE Throughout this standard, the abbreviation ACS (ASSEMBLY for construction site, see 3.1.101) is used for a low-voltage switchgear and controlgear assembly intended for use on construction and similar sites.
This part of 61439 defines the specific requirements of ACS as follows:
- ASSEMBLIES for which the rated voltage does not exceed 1 000 V in case of AC or 1 500 V in case of DC;
- ASSEMBLIES where the nominal primary voltage and the nominal secondary voltage of transformers incorporated in ACS are within the limits specified above;
- ASSEMBLIES intended for use on construction sites, both indoors and outdoors, i.e. temporary places of work to which the public do not generally have access and where building construction, installation, repairs, alteration or demolition of property (buildings) or civil engineering (public works) or excavation or any other similar operations are carried out;
- transportable (semi-fixed) or mobile ASSEMBLIES with enclosure.
The manufacture and/or assembly may be carried out other than by the original manufacturer.
This standard does not apply to individual devices and self-contained components, such as motor starters, fuse switches, electronic equipment, etc. which will comply with the relevant product standards.
This standard does not apply to ASSEMBLIES for use in the administrative centres of construction sites (offices, cloakrooms, ASSEMBLY rooms, canteens, restaurants, dormitories, toilets, etc.).
Requirements for electrical protection provided by equipment manufactured according to this International Standard are given in IEC 60364-7-704.
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- Draft9 pagesEnglish languagee-Library read for1 day
Applies to stationary or portable single-phase or poly-phase air-cooled (natural or forced) independent or associated, isolating or safety isolating transfromers intended for use on construction sites, having a rated supply voltage not exceeding 1 000 V a.c., and a rated frequency not exceeding 500 Hz. This part 2-23 is intended to be used in conjunction with EN 61558-1. It has the status of a group safety publication in accordance with IEC Guide 104.
- Standard22 pagesEnglish languagee-Library read for1 day
ABSTRACT
This practice covers the minimum requirements for and the methods of installation of rigid vinyl siding, soffits, and accessories on the exterior wall and soffit areas of buildings. This practice also covers aspects of installation relating to effectiveness and durability in service. Materials to be used in the installation shall include horizontal wall sliding, vertical wall sliding, soffit panels, accessories such as starter strip, corner posts, and trim channels, and fasteners such as nails, staples, and screws. The installation method includes the following steps: substrate, surface preparation, application of horizontal sliding, application of vertical sliding, application of soffits and fascia and applicaton of special details.
SCOPE
1.1 This practice covers the basic requirements for and the methods of installation of rigid vinyl siding, soffits, and accessories on the exterior wall and soffit areas of buildings. In all applications, refer also to the specific manufacturer's installation instructions and the requirements of applicable building codes.
1.2 This practice covers aspects of installation relating to effectiveness and durability in service.
1.3 The various application systems are located in the following sections of this practice:
Substrate, Surface Preparation
Section 8
Application of Horizontal Siding
Section 9
Application of Vertical Siding
Section 10
Application of Soffits and Fascia
Section 11
Special Details
Section 12
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
Note 1: There is no known ISO equivalent to this standard.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
WITHDRAWN RATIONALE
This practice covers the basic requirements for and the methods of installation of rigid vinyl siding, soffits, and accessories on the exterior wall and soffit areas of buildings. In all applications, refer also to the specific manufacturer’s installation instructions and the requirements of applicable building codes.
Formerly under the jurisdiction of Committee D20 on Plastics, this practice was withdrawn in August 2023. This standard is being withdrawn without replacement since it is outdated and would require significant efforts to update it.
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This report gives more detailed guidance on the application of the requirements of IEC 60364 to these particular types of installation. To make it easier for users, definitions are repeated, and several examples of important items are listed. It is for use as a guide for temporary installations provided only for the period of construction, during which they may be frequently modified and relocated.
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The special requirements of this part apply to temporary installations for construction and demolition sites during the period of the construction or demolition work, including for example the following: - construction work of new buildings; - repair, alteration, extension, demolition of existing buildings or parts of existing buildings; - engineering works; - earthworks; - work of similar nature. The requirements apply to fixed or moveable installations.
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The following requirements are added: The special requirements of this part apply to temporary installations for construction and demolition sites during the period of the construction or demolition work, including for example the following: - construction work of new buildings; - repair, alteration, extension, demolition of existing buildings or parts of existing buildings; - engineering works; - earthworks; - work of similar nature. The requirements apply to fixed or moveable installations. The rules do not apply to - installations covered by the IEC 60621 series 1), where equipment of a similar nature to that used in surface mining applications is involved; - installations in administrative locations of construction sites (offices, cloakrooms, meeting rooms, canteens, restaurants, dormitories, toilets, etc.) where the general rules of Parts 1 to 6 of IEC 60364 apply.
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Applies to type-tested ASSEMBLIES (TTA) intended for use on construction sites, i.e. temporary places of work to which the public do not generally have access and where building construction, installation, repairs, alteration or demolition of property (buildings) or civil engineering (public works) or excavation or any other similar operations are carried out. These ASSEMBLIES may be transportable (semi-fixed) or mobile. This standard does not apply to ASSEMBLIES for use in the administrative centres of construction sites (offices, cloakrooms, ASSEMBLY rooms, canteens, restaurants, dormitories, toilets, etc.). The nominal primary voltage and the nominal secondary voltage of transformers incorporated in ACS shall be within the limits specified in EN 60439-1. Requirements for electrical protection provided by equipment manufactured according to this International Standard shall comply with the requirements given in EN 60364-7-704. NOTE: This standard may be used as a guide to partially type-tested ASSEMBLIES (PTTA) constructed according to agreement between manufacturer and user taking into account the nature of supply and/or distribution network and relevant installation requirements. The following major changes with respect to edition 1 (including amendments 1 and 2) have been incorporated: - introduction of the definition for rated current of ACS; - replacement of classification based on the rated current of ACS by classification based on the function as assigned by the manufacturer; - amended requirements for the protection of socket-outlets with reference to the more comprehensive requirements of EN 60364-7-704; - introduction of common requirements for all types of ACS.
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This Standard applies to machines and assemblies for the manufacture of blocks, kerbs, paving stones and similar concrete products.
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TC - New Figure C.2
- Corrigendum2 pagesEnglish languagee-Library read for1 day
Applies to temporary installations provided for: -work of new building construction; -work of repair, alteration, extension, or demolition of existing buildings; -public engineering work; -earthwork, and -similar work.
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This Report lists terms, definitions and codes for medical devices; the listing is structured such that it can be used for the purpose of regulatory data exchange.
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EN following parallel vote * Superseded by EN 60439-4:2004
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This standard applies to type-tested assemblies (TTA) intended for use on construction sites, i.e. temporary places of work to which the public do not generally have access and where building construction, installation, repairs, alteration or demolition of property (buildings) or civil engineering (public works) or excavation or any other similar operations are carried out. These assemblies may be transportable (semi-fixed) or mobile.
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Corrigendum to EN issued March 2004 * Superseded by EN 60439-4:2004
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Specifies test procedures to be adopted when determining the accuracy in use of the difference between non-glass reflectors and traditional electronic distance-measuring (EDM) prisms of glass used in buildung construction for distances up to 150 m. Applies only to those types of electronic distance-measuring instruments measuring to a prism or reflector.
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The test procedures specified apply to those types of electronic distance-measuring instruments used for surveying, control and compliance measurements and also when collecting accuracy data. Annex A gives examples of the determination of systematic errors. Annex B gives the unit lengths of various instruments.
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Specifies test procedures used to evaluate the precision during setting out with theodolite and steel tape and with a theodolite. Does not apply to land surveying purposes.
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