[CCMC 14184-R] CCMC Canadian code compliance evaluation
From: National Research Council Canada
|Product name(s):||VipRoc vinyl laminated gypsum|
|Code compliance:||NBC 2015|
In most jurisdictions this document is sufficient evidence for approval by Canadian authorities.Learn more about CCMC recognition
Code compliance opinion
It is the opinion of the Canadian Construction Materials Centre that “VipRoc vinyl laminated gypsum,” when used as an interior finish on walls for manufactured housing in accordance with the conditions and limitations stated in this evaluation, complies with the following Canadian code(s):
National Building Code of Canada 2015
|Code provision||Solution type|
|184.108.40.206. Flame-Spread Rating of Interior Surfaces||Acceptable|
|220.127.116.11.(1) Gypsum products shall conform to ...||Alternative|
|18.104.22.168.(1) Maximum spacing of supports for gypsum b ...||Alternative|
|22.214.171.124. Spacing of Nails||Alternative|
The above opinion is 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 which forms the basis of this evaluation has been included.
The product is a 12.4-mm-thick gypsum board laminated with 4-mm-thick vinyl on one side. The gypsum board is manufactured in accordance with ASTM C 1396/C 1396M-14, "Standard Specification for Gypsum Board."
This evaluation is valid only for products produced at the following plants:
- Calgary, Alberta, Canada
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 for the interior finish of exterior and interior walls of manufactured, single-family detached, one-storey houses only.
- The product must be installed parallel to framing and include perpendicular let-in furring. The framing must not be spaced more than 600 mm on centre (o.c.) and must comply with Table 126.96.36.199., Size and Spacing of Studs, of Division B of the NBC 2015.
- The staples for the vinyl laminated gypsum board must be installed at 150 mm o.c. around the perimeter and 600 mm o.c. at intermediate supports. The staples must be minimum 19 gauge with a 6.35 mm crown and 25.4 mm leg.
- An air barrier system must be installed as per Subsection 9.25.3., Air Barrier Systems, of Division B of the NBC 2015.
- The product must not be used to support insulation.
- The product must not be used for the protection of foamed plastics.
- The product must not be used where a fire separation is required.
- The boards must be installed over furring or framing that complied with the requirements of the NBC 2015 using adhesive. The adhesive must be third-party or CCMC-evaluated to CAN/CGSB-71.25-M88, “Adhesives, for Bonding Drywall to Wood Framing and Metal Studs,” or ASTM C 557-03(2017), “Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing.”
- A vapour barrier must be installed as per Subsection 9.25.4., Vapour Barriers, of Division B of the NBC 2015
- The product application in walls around baths and showers is beyond the scope of this evaluation.
- The product must not be used by itself where braced wall panelling is required to meet specific seismic resistance requirements:
- In locations where the seismic, Sa(0.2) is less than 0.70 or the 1-in-50 hourly wind pressure is less than 0.80 kPa (refer to Division B of NBC 2015 Table C-2 and C-3 in Appendix C for locations of low to moderate wind and seismic zones), the exterior walls must be sheathed with oriented strandboard (OSB) as per Article 188.8.131.52., Thickness, Rating and Material Standards, and fastened in accordance with Table 184.108.40.206.-A, of Division B of the NBC 2015.
- In locations where the seismic, Sa(0.2) is greater than 0.70 but not more than 1.8, and the 1-in-50 hourly wind pressure is less than 1.20 kPa (refer to Table C-2 and Table C-3 in Appendix C of Division B of the NBC 2015 for locations of high wind and seismic zones), bracing to resist lateral load must be designed and constructed in accordance with Article 220.127.116.11., Braced Wall Bands, to Article 18.104.22.168., Additional Considerations, of Division B of the NBC 2015.
- When used as interior finishing of exterior walls, exterior wall sheathing must be installed in accordance with subsection 9.23.17, Wall Sheathing, of Division B of the NBC 2015.
This evaluation is based on demonstrated conformance with the following criteria:
|Criteria number||Criteria name|
|CCMC-TG-092915-15||CCMC Technical Guide for vinyl-laminated gypsum used as an interior finish (non-structural applications only)|
The Report Holder has submitted technical documentation for the CCMC evaluation. Testing was conducted at laboratories recognized by the CCMC. The corresponding technical evidence for this product is summarized below.
|PropertyTable footnote (1)||Unit||Requirement||Result|
|Flexural strength – bearing edges perpendicular to the panel length||N||≥ 476||640|
|Flexural strength – bearing edges parallel to the panel length||N||≥ 160||253|
|Humidified deflection||mm||≤ 32||3|
|Nail pull resistanceTable footnote (2)||N||≥ 343||368|
|Hardness – core||N||≥ 49||63|
|Hardness – end||N||≥ 49||67|
|Hardness – edge hardness||N||≥ 49||130|
|Property||Unit||RequirementTable footnote (1)||ResultTable footnote (2)|
|Deflection at 3.5 kN||mm||≤ 3.02||4.92|
|Deflection at 7.0 kN||mm||≤ 19.19||-Table footnote (3)Table footnote (4)|
|Deflection at 10.5 kN||mm||-Table footnote (5)||-|
|Residual deflection at 3.5 kN||mm||≤ 1.74||1.91|
|Residual deflection at 7.0 kN||mm||≤ 14.14||-Table footnote (3)Table footnote (4)|
|Residual deflection at 10.5 kN||mm||-Table footnote (5)||-|
|Residual/deflection for 3.5 kN||%||≤ 57||39|
|Residual/deflection for 7.0 kN||%||≤ 74||-Table footnote (3)Table footnote (4)|
|Residual/deflection for 10.5 kN||%||-Table footnote (5)||-|
|Flame-spread rating||≤ 150||5|
|Smoke developed classification||≤ 300||15|
This evaluation is issued by the Canadian Construction Materials Centre (CCMC), a part of the Construction Research Centre at the National Research Council of Canada (NRC). The evaluation must be read in the context of the entire CCMC Registry of Product Assessments and the legislated applicable building code in effect.The CCMC was established in 1988 on behalf of the applicable regulator (i.e., the provinces and territories) to ensure—through assessment—conformity of alternative and acceptable solutions to regional building codes as determined by the local authority having jurisdiction (AHJ) as part of the issuance of a building permit.
It is the responsibility of the local AHJs, design professionals, and specifiers to confirm that the evaluation is current and has not been withdrawn or superseded by a later issue. Please refer to the website or contact:
Canadian Construction Materials Centre
Construction Research Centre
National Research Council of Canada
1200 Montreal Road
Ottawa, Ontario, K1A 0R6
The NRC has evaluated the material, product, system or service described herein only for those characteristics stated 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 (i.e., AHJs, design professionals and specifiers). This evaluation is only valid when the product is installed in strict compliance with the stated conditions and limitations of evaluation and the applicable local building code. In circumstances where no applicable local building permit is issued and that no confirmation of compliance ‘for use in the intended field application’ is undertaken, this evaluation is null and void in all respects. This evaluation is provided without representation, warranty, or guarantee of any kind, expressed, or implied, and the NRC provides no endorsement for any evaluated material, product, system or service described herein. The NRC accepts no responsibility whatsoever arising in any way from any and all use and reliance on the information contained in this evaluation with respect to its compliance to the referenced code(s) and standard(s). 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.
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.
© 2021 Her Majesty the Queen in Right of Canada, as represented by the National Research Council of Canada.
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.