CSA S413 PARKING STRUCTURES PDF

This includes pedestrian traffic areas adjoining to or contained within parking structures. These include areas such as stairs, and pedestrian bridges from parking structures. Structure types New parking structures constructed of structural steel, reinforced concrete including prestressed concrete , or a combination of these materials fall within the scope of this Standard. Repair of existing parking structures This Standard does not cover the repair of existing parking structures, and the provisions of this Standard are not necessarily appropriate for the repair and protection of existing structures.

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S R - Parking Structures Intended Use S specifies the minimum design, construction, and maintenance requirements necessary for the structural durability of new parking structures, storage garages, and parts of buildings subject to vehicular traffic or used for parking.

The requirements of this Standard are applicable to all parking structures susceptible to corrosion, whether the corrosion is caused by atmospheric conditions or de-icing chemicals. The provisions of this Standard are intended to address both ultimate and serviceability limit states, and more specifically, to a protect against the deterioration of concrete and steel elements caused by de-icing chemicals alone or by de-icing chemicals in combination with the effects of freeze-thaw cycling; b protect against damage to vehicles caused by leakage through floors; and c control the flow of water and avoid ponding.

The structural design methods, loadings, and limit states referenced and specified in this Standard are those set forth in the National Building Code of Canada. This Standard differs from the previous edition as follows: a Table 1 has been revised to allow additional combinations of protection systems and concrete cover. The commentary in Annex H provides explanatory material, as well as useful supplementary information.

It supersedes the previous editions published in and Scope 1. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative mandatory or informative non-mandatory to define their application.

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It supersedes the previous editions published in , , and This Standard differs from the previous edition as follows: a The scope has been expanded to include pedestrian areas adjoined to or contained within parking structures; and b The annexes have been revised. Introduction 0. The provisions of this Standard are intended to address both ultimate and serviceability limit states, and more specifically, to a protect against the deterioration of concrete and metal elements caused by de-icing chemicals alone or by de-icing chemicals in combination with the effects of freeze-thaw cycling; b protect against damage to vehicles caused by leakage through floors; and c control the flow of water and avoid ponding. In geographic areas where de-icing chemicals are not used and are not expected to be used in the foreseeable future, some of the corrosion protection provisions in this Standard do not apply.

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