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[CCMC 13517-R] CCMC Canadian code compliance evaluation

In most jurisdictions this document is sufficient evidence for approval by Canadian authorities.

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Compliance opinion

It is the opinion of the Canadian Construction Materials Centre that the evaluated product, when used as a combined basement floor drain and sub-slab drainage system in accordance with the conditions and limitations stated in this evaluation, complies with the following code:

National Building Code of Canada 2015

ID Code provision Solution type
07-01-02-01-00-0-007.1.2.1. Conformance with Regulations or National Plumbing CodeAcceptable
09-14-02-01-00-0-009.14.2.1. Foundation Wall DrainageAlternative
09-14-05-01-00-0-009.14.5.1. Drainage DisposalAlternative
09-31-04-03-00-0-009.31.4.3. Floor DrainsAcceptable

The above opinion(s) is/are based on the evaluation by the CCMC of technical evidence provided by the evaluation holder, and is bound by the stated conditions and limitations. For the benefit of the user, a summary of the technical information that forms the basis of this evaluation has been included.

Product information

Product name

Fiodrain

Product description

The product operates as a basement floor drain and a sub-slab drainage system. The product includes seepage ports that collect water under the basement floor slab and direct the water by gravity through piping to the municipal storm drainage system. The floor drain has a built-in backwater valve to prevent backflow from the storm drain from entering the structure. The system includes a cast-in-place footing sleeve to allow drainage from the exterior face of the footing to the product. The figure below shows a cross-section of a typical basement floor slab and how Fiodrain is incorporated into the sub-slab drainage system.

Fiodrain is incorporated into the sub-slab drainage system.
Figure 1. Fiodrain
  1. Measurement of 125 mm
  2. Measurement of 300 mm
  3. Measurement of 230 mm
  1. 75 mm diam. Sleeve
  2. Seepage ports
  3. Fiordrain
  4. Backwater valve
  5. Gravel or crushed stone
  6. Rough excavation level
  7. Sleeve in footing to allow drainage

Manufacturing plant

This evaluation is valid only for products produced at the following plant:

Product nameManufacturing plant
Edmonton, AB, CA
FiodrainProduct evaluated by the CCMC

Product evaluated by the CCMC Indicates that the product from this manufacturing facility has been evaluated by the CCMC

  Conditions and limitations

The CCMC’s compliance opinion is bound by this product being used in accordance with the conditions and limitations set out below.

  • The product is intended to be used as a floor drain and also as part of a sub-slab drainage system.
  • The floor drain also has a backwater valve to prevent water from entering the building if there is a surcharge in the storm water sewer system.
  • The product must not be used in areas where soil gas control is required.
  • The floor drain opening must be capped and sealed when located in areas that may be exposed to liquid contaminants, such as a toilet placed in the vicinity of the drain.
  • Drainage disposal of the product is to be in accordance with Subsection 9.14.5., Drainage Disposal, of Division B of the NBC 2015.
  • The gravel or crushed stone must be clean granular material containing not more than 10% of material that will pass through a 4-mm sieve.
  • The installation of the product must be in accordance with the manufacturer’s instructions.

  Technical information

This evaluation is based on demonstrated conformance with the following criteria:

Evaluation requirements
Criteria number Criteria name
CCMC-TG-334619.10-15CCMC Technical Guide for Floor Drain and Underslab Drainage

Technical evidence

The Report Holder has submitted technical documentation for CCMC’s evaluation. Testing was conducted at laboratories recognized by CCMC. The corresponding technical evidence for this product is summarized below.

Material requirements

The product’s floor drain components meet the material requirements of CSA B79-08, “Commercial and Residential Drains and Cleanouts.”

Performance requirements

Table 1. Results of testing the performance requirements of the product
Property Unit Requirement Result
Load classification kN 1.96 (design)
3.92 (test)
Pass
Backwater valve tightness L Max. 0.16 Pass
Joint seal No leakage Pass
Seepage capacity L/min Report value 27.3

Administrative information

Use of Canadian Construction Materials Centre (CCMC) assessments

This assessment must be read in the context of the entire CCMC Registry of Product Assessments, any applicable building code or by-law requirements, and/or any other regulatory requirements (for example, the Canada Consumer Product Safety Act, the Canadian Environmental Protection Act, etc.).

It is the responsibility of the user to confirm that the assessment they are using is current and has not been withdrawn or superseded by a later version on the CCMC Registry of Product Assessments.

Disclaimer

The National Research Council of Canada (NRC) has evaluated only the characteristics of the specific product described herein. The information and opinions in this evaluation are directed to those who have the appropriate degree of experience to use and apply its contents (such as authorities having jurisdiction, design professionals and specifiers). This evaluation is valid when the product is used as part of permitted construction, respecting all conditions and limitations stated in the evaluation, and in accordance with applicable building codes and by-laws.

This evaluation is provided without representation, warranty or guarantee of any kind, expressed or implied, and the NRC provides no endorsement for any evaluated product. The NRC accepts no responsibility whatsoever arising in any way from any and all use of or reliance on the information contained herein or the use of any evaluated product. The NRC is not undertaking to render professional or other services on behalf of any person or entity nor to perform any duty owed by any person or entity to another person or entity.

Language

Une version française de ce document est disponible.
In the case of any discrepancy between the English and French version of this document, the English version shall prevail.

Copyright

© His Majesty the King in Right of Canada, as represented by the National Research Council of Canada, 2024

All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of the CCMC.

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From: National Research Council Canada

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