This is the fifth edition of CSA S413, Parking structures. It supersedes the previous editions published in 2014, 2007, 1994, and 1987.
This Standard differs from the previous edition as follows:
a) added clarification in Scope regarding considerations for structures or portions of structures which are designed for the storage and/or repair of vehicles;
b) requirements for fibre-reinforced polymer reinforcement have been added;
c) updates to requirements for surface preparation, installation, testing, and performance of protection systems;
d) updated requirements for placement and design of expansion joints near columns, spandrels, walls, and other vertical elements;
e) revisions to clarify concrete types for perimeter basement walls;
f) revision to requirements and suggested details for parking structure drains;
g) added requirements for cast-in services placed in proximity to parking structure drains;
h) revision to requirements for core testing;
i) added requirements for protection of reinforcement at precast joint ends and expansion joints;
j) clarification for water supply for periodic washdowns;
k) clarifications for concrete requirements to harmonize with CSA A23.1;
l) added requirements for crack treatment;
m) added requirements for footing protection from chloride contamination;
n) revisions to requirements for concrete moisture testing and calcium chloride testing;
o) added requirement for consideration of alternate access/egress pathways in parking structures in cases of repair;
p) revisions to requirements for tooled or soft cut joints;
q) recommended minimum work procedures have been moved from Annex D into the main body of the Standard;
r) Annexes A, D, and H have been revised; and
s) all references, including those for the annexes, have been updated where applicable.
This Standard has been adopted by the Canadian Commission on Building and Fire Codes as the reference standard for parking structures in Section 4 of the National Building Code of Canada.
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This is the second edition of CSA S408, Guidelines for the development of limit states design standards. It supersedes the first edition, published in 1981 under the title Guidelines for the Development of Limit States Design.
Scope
1.1These Guidelines provide recommendations for the development of codes and standards used for the design and evaluation of civil engineering structures such as buildings, industrial structures, bridges, earth and water-retaining structures, towers, chimneys, and poles. These recommendations are intended to ensure the adequate and consistent provision of safety and serviceability, regardless of the type of material, construction, or use of the structure.1.2In these Guidelines, should is used to express a recommendation or that which is advised but not required; may is used to express an option or that which is permissible within the limits of the Guidelines; and can is used to express possibility or capability.
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CSA acknowledges that the development of this Standard was made possible by the generous financial support of the Membrane Structures Manufacturers Association.
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This is the first edition of CSA S349, Certification requirements for manufacturers of metal-plate-connected wood trusses.
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1.1 General
This Standard covers the load test procedure for evaluating the strength and deformation performance of wood roof trusses intended for use in housing and small buildings as defined in Part 9 of the National Building Code of Canada.
Note: Part 9 of the National Building Code of Canada provides detailed requirements for the construction of houses and small buildings up to 600 m² in building area and 3 storeys in building he ight and applies to all occupancies except assembly, institutional, and high-hazard industrial.
1.2 This Standard does not stipulate mandatory performance criteria (see Appendix A for acceptable performance criteria).
1.3 Intent of Test
This load test procedure is intended to evaluate the adequacy of wood roof truss designs and is not intended as a quality control test. The procedure may, however, be used for retesting production run samples in cases where the quality of the truss is in dispute.
Note: It is recognized that measures to ensure the quality of production of trusses must be maintained for on-going production of designs acceptable under this Standard.
1.4 Limitations
Assemblies to be tested by this procedure are limited to:
(a) Triangulated trusses having a maximum span of 12 m; or
(b) Bowstring or lenticular trusses having a maximum span of 4.3 m; whose members are connected using mechanical connectors or nailed gu sset plates and which are intended to be installed at a maximum spacing of 600 mm on centres and in such a manner that the top chords are suitably sheathed or braced to prevent lateral buckling.
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This is the third edition of CSA S269.2, Access scaffolding for construction purposes. It supersedes the previous editions published in 1987 and 1980.
Since this Standard was last revised in 1987, CSA Z797 Code of practice for access scaffold was created as a performance standard for scaffolding. As a result, this new edition of this Standard focuses on design, fabrication, and testing.
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This is the second edition of CSA S269.1, Falsework and formwork. It supersedes the previous edition published in 1975 under the title Falsework for Construction Purposes.
The following are the significant changes from the previous edition of this Standard:
a) Provisions are now included for limit states design (LSD) while keeping provisions for allowable stress design (ASD), thereby letting the designer choose the method most appropriate. The aim in including LSD requirements is to be at least as safe as the existing ASD requirements.
b) This Standard combines the previous CSA S269.1 (dealing with falsework) and CSA S269.3 (dealing with formwork) into one Standard to eliminate redundancy and improve user readability.
c) A section on specialized formwork and falsework has been added.
d) A new Annex A on plywood has been added.
e) Updates have been made to scope, definitions, reference Standards, design, drawings, site activities, testing, figures, and tables. The updates will make this Standard more current and compatible with other similar documents.
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This is the second edition of CSA S250, Mapping of underground utility infrastructure. It supersedes the previous edition published in 2011.
The following are the major changes to this edition:
• recognized field data collection technologies have been expanded to include LiDAR, total station survey (TSS), and video recordings (for supplemental records);
• the requirement for mapping records has been expanded to include all stages of operational status, which include abandoned in-place, in-service, out-of-service, and proposed;
• minor changes have been made to the requirements for record retention;
• accountabilities and responsibilities of the locator and excavator have been revised to better align with CAN/CSA-Z247;
• the records lifecycle obligation has been upgraded to be mandatory during all phases of the lifecycle of underground utility infrastructure;
• directions on the limitations of digital base mapping has been provided, as well as obligations towards its use;
• clarification has been provided in Clause 5 on how information is collected and used to depict the location and attributes of utility infrastructure so users can be confident of its level of reliability and accuracy;
• the owner’s responsibility for measuring and recording the location of underground utility infrastructures has been revised;
• the requirements for absolute spatial positioning (i.e., horizontal and vertical datums) have been revised;
• the accuracy requirements for as-builts have been streamlined in Table 1 (see Clauses 5.5 and 5.6.2 and Figures 2 to 6) and Table 2 (see Clause 5.7 and Figures 2 to 6);
• the measurement requirement has been revised to include the lowest point below grade for vertical structures (i.e., the bottom of the utility pole);
• the obligation to identify third-party data sources has been expanded within the title block of shared maps and drawings;
• the material abbreviations have been revised to better align with other industry standards;
• the specific utility infrastructure requirements and graphical representations for mapping records have been revised;
• Clause A.4.5.4.2.2 has been expanded to provide guidance on leveraging the resolution of mapping discrepancies to drive the improvement of mapping records; and
• Clause A.4.7.5 has been revised to recognize the importance of open data standards that enable data sharing between industry partners and their respective software environments.
This Standard has been developed in compliance with Standards Council of Canada requirements for National Standards of Canada. It has been published as a National Standard of Canada by CSA Group.
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This is the second edition of CSA S806, Design and construction of building structures with fibre-reinforced polymers. It supersedes the first edition published in 2002.
This Standard contains provisions for building structures composed of fibre-reinforced polymers (FRP). The fibres are of aramid, carbon, and glass. The polymers are resins that are rigid at room temperature; relevant provisions relate to thermosetting types of resin. The Standard covers general design requirements, limit states design, the properties of FRP components and reinforcing materials, the design of concrete components with FRP reinforcement, the design of concrete components prestressed with FRP, the design of components with surface-bonded FRP, the design of fibre-reinforced concrete (FRC)/FRP composite cladding, and seismic design and construction. Normative annexes provide test procedures that are integral to the Standard, while informative annexes describe best current practice.
CSA acknowledges that the development of this Standard was made possible, in part, by the financial support of the following: American Composites Manufacturers Association — FRP Rebar Manufacturers Council, BP Composites Ltd., Fibrewrap Construction Canada Inc., FIRep North America Inc., Hughes Brothers, Inc., ISIS Canada, Public Works Government Services Canada, Pultrall Inc., Schock, Sika Canada, and Vector Construction.
This Standard was prepared by the Technical Committee on Design and Construction of Building Structures with Fibre-Reinforced Polymers, under the jurisdiction of the Strategic Steering Committee on Structures (Design), and has been formally approved by the Technical Committee.
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These Standards and Guidelines have been developed as a resource for designers and owners of ferry boarding facilities operated in Canadian waters. Their purpose is to provide a consolidated standard of minimum requirements and guidelines for the design, operation, inspection, and maintenance of such facilities. Additionally, they are intended to encompass items not addressed in other standards.
These Standards reflect the diversity of ferry boarding facilities and their operating environments throughout Canada and are therefore based on general principles and objectives. Requirements are expressed in broad terms so that they may have the widest possible national application.
To accommodate the diversity of applications in Canada, the provisions set out by these Standards combine both code requirements and guidelines. In general, the design Standard (CSA S826.1) and the inspection Standard (CSA S826.3) are Standards expressed in mandatory language. The operations (CSA S826.2) and maintenance (CSA S826.4) Guidelines are expressed in recommendatory language.
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