[CCMC 13628-R] CCMC Canadian code compliance evaluation
From: National Research Council Canada
Superior Walls of America, Ltd.
937 East Earl Rd.
|Product name:||Superior Walls Xi Precast Concrete Insulated Wall Panels|
|Code compliance:||NBC 2010|
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Code compliance opinion
It is the opinion of the Canadian Construction Materials Centre that the evaluated product, when used as a prefabricated foundation wall for housing and small buildings in accordance with the conditions and limitations stated in this evaluation, complies with the following code:
National Building Code of Canada 2010
|ID||Code provision||Solution type|
|09-04-01-00-00-0-00||9.4.1. Structural Design Requirements and Application Limitations||Alternative|
|09-04-02-00-00-0-00||9.4.2. Specified Loads||Acceptable|
|09-04-04-00-00-0-00||9.4.4. Foundation Conditions||Alternative|
|09-13-04-00-00-0-00||9.13.4. Soil Gas Control||Acceptable|
|09-14-02-00-00-0-00||9.14.2. Foundation Drainage||Acceptable|
|09-15-04-00-00-0-00||9.15.4. Foundation Walls||Alternative|
|09-25-02-01-00-0-00||22.214.171.124. Required Insulation||Acceptable|
|09-25-02-02-00-0-00||126.96.36.199. Insulation Materials||Acceptable|
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 that forms the basis of this evaluation has been included.
Product nameSuperior Walls Xi Precast Concrete Insulated Wall Panels
The product is a prefabricated, insulated precast foundation wall. The foundation walls are formed from 34.4 MPa normal weight concrete containing synthetic fibres. The walls consist of a 44.5-mm-thick exterior face shell that is monolithically cast with 260-mm-wide top and bottom bond beams and 57-mm × 190-mm concrete studs at 610 mm on centre (o.c.). The shell is bonded to 63.5-mm- or 127-mm-thick polystyrene insulation on the inside face. Each stud is wrapped with 25.4-mm-thick expanded polystyrene insulation on 3 exposed sides and faced with a galvanized steel channel for interior finish fastening. Two chase openings are provided in each stud for plumbing and electrical wiring. Wall panels are available in heights of 1 219 mm, 2 489 mm, 2 743 mm and 3 048 mm, and in various lengths.
This evaluation is limited to products produced at the following plants:
|Product name||Manufacturing plants|
|Claresholm, AB, CA||Lima, NY, US|
|Superior Walls Xi Precast Concrete Insulated Wall Panels||Product evaluated by the CCMC||Product 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 precast foundation walls are for housing and small buildings as directed by Part 9, Housing and Small Buildings, of Division B of the NBC 2015.
- Soil type, drainage characteristics of the soil, frost depth and loadbearing capacity must be determined prior to using the precast foundation walls.
- The precast foundation walls are to be used only in buildings of light-frame construction that are no more than three storeys in building height, with a maximum floor-to-floor height of 3 m, and containing only a single dwelling unit.
- The axial compressive load applied is limited to 109.453 kN/m.
- The design is applicable for seismic zones with Sa(0.2) ≤ 1.2.
- Exterior surfaces of foundation walls below ground level must be dampproofed in accordance with Subsection 9.13.1., General (Dampproofing, Waterproofing and Soil Gas Control), of Division B of the NBC 2015.
- The builder must prepare site conditions in accordance with Superior Walls Builder Guideline Booklet, MAN42-9027.
- Foundation walls and footings must be installed on stable soils with an allowable bearing pressure of 75 kPa or greater.
- Minimum footing widths must comply with Table 188.8.131.52 of this Report or comply with Subsection 9.15.3. of Division B of the NBC 2015.
- The maximum load applied to a brick ledge is restricted to 42.320 kN/m.
- The foundation must be well drained in accordance with Subsections 9.14.3., Drainage Tile and Pipe, or 9.14.4., Granular Drainage Layer, of Division B of the NBC 2015.
- The proposed wall system must be used with floor systems not exceeding loads and spans as directed by the Subsection 9.4.2. of Division B of the NBC 2015.
- Backfill must be placed in such a way as to avoid damage to the wall and the waterproofing protection.
- The backfill material with surcharge must not exceed 1 602 kg/m2/m.
- The on-site concrete basement floor must be poured prior to backfilling.
- The top of the foundation wall must be supported by the first floor prior to backfilling.
- Where hydrostatic pressure exists, waterproofing must be provided in accordance with Subsection 9.13.3. of Division B of the NBC 2015.
- Installation of the product must be completed by a person certified by Superior Walls of America, Ltd.
This evaluation is based on demonstrated conformance with the following criteria:
|Criteria number||Criteria name|
|CCMC-TG-034110.03-10||CCMC Technical Guide for Precast Insulated Foundation Wall Panels|
The evaluation holder has submitted technical documentation for the CCMC’s evaluation. Testing was conducted at laboratories recognized by the CCMC. The corresponding technical evidence for this product is summarized below.
The polystyrene insulation used in Superior Walls Xi Precast Concrete Insulated Wall Panels conforms to CAN/ULC-S701-05, “Standard for Thermal Insulation, Polystyrene, Boards and Pipe Covering,” Type 2.
The concrete used to produce Superior Walls Xi Precast Concrete Insulated Wall Panels conforms to CSA A23.1-09, “Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete.”
The following tables demonstrate the compliance data to the NBC 2010 for Superior Walls Xi Precast Concrete Insulated Wall Panels on which the CCMC based its compliance opinion.
|Water vapour permeance||ASTM E 96||≤ 170 ng/Pa·s·m2||20.8 ng/Pa·s·m2|
|Lateral load||ASTM E 72-05||≥ 1 602 kg/m2/m||Pass|
|Axial load||ASTM E 72-05||≥ 109.453 kN/m||> 669.929 kN/m|
|Brick ledge||ASTM E 72-05||≥ 42.320 kN/m||Pass|
|Interior transverse loading (negative wall pressure)||ASTM E 72-05||Tested to failure||11.6 kPa|
|Exterior transverse loading (positive wall pressure)||ASTM E 72-05||Tested to failure||22.4 kPa|
|Minimum depth and width of 13-mm clean crushed stone footing (mm)Footnote (3)|
|Construction type (assumed wall loading)||Soil loadbearing capacity (kPa)|
|Conventional light-frame construction||1 storey (16.05 kN/m)||102||378||102||378||102||378||102||378|
|2 storeys (26.29 kN/m)||153||437||102||378||102||378||102||378|
|3 storeys (42.34 kN/m)||331Footnote (1)||642||204Footnote (1)||496||102||378||102||378|
|Masonry veneer over light-frame construction||1 storey (21.91 kN/m)||102||378||102||378||102||378||102||378|
|2 storeys (39.41 kN/m)||305Footnote (1)||613||178||466||102||378||102||378|
|3 storeys (58.38 kN/m)||534Footnote (1)||877||331Footnote (1)||642||153||437||102||378|
|Top of foundation wall fastening schedule|
|Backfill height||Joist height||Sill plate bolting||Brace and block spacing||Number of solid blocks required||Minimum distance of blocking|
|2.286 m to 2.896 m||≥ 254 mm||One 12.7-mm bolt at 609.6 mm o.c.||1 220 mm o.c. and 305 mm from the interior of each corner||3||1 524 mm|
|2.286 m to 2.896 m||< 254 mm||One 12.7-mm bolt at 609.6 mm o.c.||2||1 220 mm|
|0 m to 2.286 m||Any height||One 12.7-mm bolt at
1 219.2 mm o.c.
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.
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