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These test methods cover the procedures for determining the resistance of paneled wall systems subjected to combined lateral loads and axial loads. These test methods involve the simultaneous application of transverse (lateral wind) and tensile (wind uplift) loads to paneled wall system assemblies anchored at both ends with hold-down connectors. These test methods are suitable for determining the structural adequacy of the design, system, and wall fabrication technique, and are not intended to evaluate the strength capacity of the hold-down connectors. 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 and health practices and determine the applicability of regulatory limitations prior to use.
Test Methods for Static Load Test for Combined Tensile and Transverse Load Resistance of Panel Wall Systems in Building Construction
1.1 This standard establishes a classification for allowance, contingency, and reserve sums used in construction, project, and program estimating.1.2 This classification applies to all construction work.1.3 This classification is not based on permanent physical elements of construction (as defined and classified in Classification E 1557. Rather, the classification items are cost components common to construction, project, and program estimates.
Standard Classification for Allowance, Contingency and Reserve Sums in Building Construction Estimating
1.1 This guide sets forth basic requirements for the design of stone anchors and cladding systems by providing a process to select those that best fit the project.1.2 This guide pertains to:1.2.1 The anchoring of stone panels directly to the building structure for support,1.2.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure,1.2.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and1.2.4 The supervision and inspection of fabrication and installation of the above.1.3 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work.1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.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 and health practices and determine the applicability of regulatory limitations prior to use. (See Tables 1 and 2.)
Standard Guide for Design, Selection, and Installation of Stone Anchors and Anchoring Systems
These test methods cover fixed detention hollow metal vision systems of various materials and types of construction. These fixed hollow metal vision systems are used in wall openings in detention and correctional institutions designed to incarcerate inmates. Frame assemblies investigated under these test methods include individual components including detention security hollow metal frames, frame anchoring, security glazing, panels, and removable glazing stops. These test methods are designed to test the capability of a fixed detention hollow metal vision system to prevent, delay, and frustrate escape; to limit or control access to unauthorized or secured areas; and prevent passage of contraband. These test methods apply primarily to detention hollow metal vision systems between secure areas generally found inside a detention/correctional facility such as: day rooms, control rooms, cells, and sally ports. These test methods are applicable to vision systems other than hollow metal, provided testing and reporting procedures are followed. The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 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 and health practices and determine the applicability of regulatory limitations prior to use.
Test Method for Detention Hollow Metal Vision Systems
1.1 This specification establishes requirements and test methods for materials, dimensions and tolerances, flattening resistance and impact resistance of plastic tubing for use in central-vacuum systems for residential buildings.1.2 All notes and footnotes shall be considered as non-mandatory requirements of the specification.1.3 Units8212;The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units, which are provided for information only and are not considered standard.1.4 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 and health practices and determine the applicability of regulatory requirements prior to use.
Standard Specification for Residential Central-Vacuum Tube and Fittings
1.1 These test methods cover the procedures for determining the resistance of paneled wall systems subjected to combined lateral loads and axial loads.1.2 These test methods involve the simultaneous application of transverse (lateral wind) and tensile (wind uplift) loads to paneled wall system assemblies anchored at both ends with hold-down connectors.1.3 These test methods are suitable for determining the structural adequacy of the design, system, and wall fabrication technique, and are not intended to evaluate the strength capacity of the hold-down connectors.1.4 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 and health practices and determine the applicability of regulatory limitations prior to use.
Standard Methods of Static Load Test for Combined Tensile and Transverse Load Resistance of Paneled Wall Systems in Building Construction
1.1 These test methods cover the procedures for determining the resistance of paneled wall systems subjected to combined lateral loads and axial loads.1.2 These test methods involve the simultaneous application of transverse (lateral wind) and tensile (wind uplift) loads to paneled wall system assemblies anchored at both ends with hold-down connectors.1.3 These test methods are suitable for determining the structural adequacy of the design, system, and wall fabrication technique, and are not intended to evaluate the strength capacity of the hold-down connectors.1.4 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 and health practices and determine the applicability of regulatory limitations prior to use.
Standard Methods of Static Load Test for Combined Tensile and Transverse Load Resistance of Paneled Wall Systems in Building Construction
The document defines the test method for measuring the transmitted force developped by motorised shutters and blinds (hold to run control, semi-automatic or automatic) in the precise conditions of use detailed in the standards prEN 13210:1998, prEN 13561:1999, prEN 13659:1999. This applies to the following motorized products: guided internal blinds, external awnings and shutters.
Shutters and blinds power operated - Safety in use - Measurement of the transmitted force; German version EN 12045:2000
DTU 55.2 - Building works - Applied stone wall cladding - Technical specifications.
DTU 55.2 - Building works - Applied stone wall cladding - Part 2 : special clauses.
This standard is applicable to the execution, testing and monitoring of geotechnical grouting work. Specific aspects concerning design are provided since ENV 1997-4 has been abandoned. Grouting for geotechnical purposes (geotechnical grouting) is a process in which the remote placement of a pumpable material in the ground is indirectly controlled by adjusting its rheological characteristics and by the manipulation of the placement parameters (pressure, volume and the flow rate). The following principles and methods of geotechnical grouting are covered by this standard: — displacement grouting (compaction grouting, hydraulic fracturing); — grouting without displacement of the host material (permeation, fissure grouting, bulk filling). Specialized grouting activities, generally associated with structural and/or emergency works, are not covered by this standard.
Execution of special geotechnical work. Grouting
Eurocode 1. Basis of design and actions on structures. Traffic loads on bridges (United Kingdom Application Document)
Curtain walling - Watertightness - Performance requirements and classification; German version EN 12154:1999
Windows and doors - Resistance to wind load - Classification.
Door leaves - Height, width, thickness and squareness - Tolerance classes.
Door leaves - General and local flatness - Tolerance classes.
1.1 This practice covers the minimum requirements for installing clay flue lining for residential or concrete masonry chimneys.1.2 The values stated in inch-pound units are to be regarded as the standard. The values stated in parentheses are for informational purposes only.1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.
Standard Practice for Installing Clay Flue Lining
1.1 This terminology covers terms and their definitions relevant to the materials and processes associated with the construction of rigid wall relocatable shelters.
Standard Terminology Relating to Rigid Wall Relocatable Shelters
1.1 This practice establishes the recommended procedures for sealing rigid wall tactical shelters. It outlines the recommended techniques for the storage, mixing, handling, and application of polysulfide based sealants. 1.2 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 and health practices and determine the applicability of regulatory limitations prior to use.
Standard Practice for Sealing Rigid Wall Tactical Shelters with Polysulfide Based Sealants
1.1 This guide sets forth basic requirements for the design of stone anchors and cladding systems by providing a process to select those that best fit the project.1.2 This guide pertains to:1.2.1 The anchoring of stone panels directly to the building structure for support,1.2.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure,1.2.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and1.2.4 The supervision and inspection of fabrication and installation of the above.1.3 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work.1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.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 and health practices and determine the applicability of regulatory limitations prior to use. (See Tables 1 and 2.)
Standard Guide for Design, Selection, and Installation of Stone Anchors and Anchoring Systems
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