Page: Last modified: 2026-10-20
Code Reference(s):
NBC25 Div.B 5.9.1.1. (first printing)
NBC25 Div.B 9.25.2.2.(1) (first printing)
NBC25 Div.B 9.25.2.5.(1) (first printing)
NBC25 Div.B 9.36.2.4.(1) (first printing)
Subject:
Environmental Separation
Title:
Introduction of References to CAN/ULC 743.1:2020 and CAN/ULC 743.2:2021
Description:
This proposed change introduces references to CAN/ULC 743.1:2020, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 1: Material Specification,” and CAN/ULC 743.2:2021, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 2: Installation,” to the NBC.
This change could potentially affect the following topic areas:

Problem

Currently, no explicit requirements related to low-pressure spray-applied two-component polyurethane foam are included in Parts 5 or 9 of the National Building Code of Canada (NBC). Nevertheless, this material is commonly used in practice to provide resistance to heat flow and air movement.

This situation leads to inconsistencies in the use of this material in design and construction across Canada and in the performance of this material where used. These inconsistencies could result in poor thermal barrier performance and poor air barrier performance, which could result in inadequate indoor air quality, mould growth and the reduced resistance to deterioration of wall and roof assemblies.

Justification

Currently, the use of low-pressure spray-applied two-component polyurethane foam in Canada is not governed by minimum requirements in the NBC. Therefore, it is very difficult for building officials to enforce minimum performance requirements for this material, which has led to its inconsistent use in design and construction. To address this situation, this proposed change introduces references to standards in Parts 5 and 9 of the NBC that provide the minimum material and installation requirements for low-pressure spray-applied two-component polyurethane foam.

CAN/ULC 743.1, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 1: Material Specification,” and CAN/ULC 743.2, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 2: Installation,”

  • reflect the minimum performance level in terms of material specification and installation,

  • are suitable for reference in the NBC,

  • would harmonize the minimum performance of this material across Canada, and

  • would support minimizing the risks to the health of Canadians caused by poor thermal performance and poor air barrier performance, which could result in inadequate indoor air quality, mould growth and the reduced resistance to deterioration of wall and roof assemblies.

PROPOSED CHANGE

NBC25 Div.B 5.9.1.1. (first printing)

[5.9.1.1.] 5.9.1.1.Compliance with Applicable Standards

[1] 1)Except as provided in Sentence (2) and elsewhere in this Part, materials and components, and their installation, shall conform to the requirements of the applicable standards in Table 5.9.1.1. where those materials or components are
[a] a)incorporated into environmental separators or assemblies exposed to the exterior, and
[b] b)installed to fulfill the requirements of this Part.
(See Note A-5.9.1.1.(1)PROPOSED CHANGE A-5.9.1.1.(1).)
[2] 2)The requirements for flame-spread ratings contained in thermal insulation standards shall be applied only as required in Part 3.
Table [5.9.1.1.] 5.9.1.1.
Standards Applicable to Environmental Separators and Assemblies Exposed to the Exterior
Forming Part of Sentence [5.9.1.1.] 5.9.1.1.([1] 1)
Issuing Agency Document Number Title of Document
ANSI A135.6 Engineered Wood Siding
ASME B18.6.1 Wood Screws (Inch Series)
ASTM A123/A123M Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A153/A153M Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A653/A653M Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM C4 Standard Specification for Clay Drain Tile and Perforated Clay Drain Tile
ASTM C73 Standard Specification for Calcium Silicate Brick (Sand-Lime Brick)
ASTM C126 Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid Masonry Units
ASTM C212 Standard Specification for Structural Clay Facing Tile
ASTM C412M Standard Specification for Concrete Drain Tile
ASTM C444M Standard Specification for Perforated Concrete Pipe
ASTM C553 Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications
ASTM C612 Standard Specification for Mineral Fiber Block and Board Thermal Insulation
ASTM C700 Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated
ASTM C726 Standard Specification for Mineral Wool Roof Insulation Board
ASTM C834PROPOSED CHANGE Table 5.9.1.1. Footnote (1) Standard Specification for Latex Sealants
ASTM C836/C836M Standard Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course
ASTM C840PROPOSED CHANGE Table 5.9.1.1. Footnote (1)PROPOSED CHANGE Table 5.9.1.1. Footnote (2) Standard Specification for Application and Finishing of Gypsum Board
ASTM C920 Standard Specification for Elastomeric Joint Sealants
ASTM C991 Standard Specification for Flexible Fibrous Glass Insulation for Metal Buildings
ASTM C1002 Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
ASTM C1177/C1177M Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing
ASTM C1178/C1178M Standard Specification for Coated Glass Mat Water-Resistant Gypsum Backing Panel
ASTM C1184PROPOSED CHANGE Table 5.9.1.1. Footnote (1) Standard Specification for Structural Silicone Sealants
ASTM C1280 Standard Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing
ASTM C1311PROPOSED CHANGE Table 5.9.1.1. Footnote (1) Standard Specification for Solvent Release Sealants
ASTM C1330PROPOSED CHANGE Table 5.9.1.1. Footnote (1) Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants
ASTM C1396/C1396MPROPOSED CHANGE Table 5.9.1.1. Footnote (3) Standard Specification for Gypsum Board
ASTM C1658/C1658MPROPOSED CHANGE Table 5.9.1.1. Footnote (4) Standard Specification for Glass Mat Gypsum Panels
ASTM D1227/D1227M Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing
ASTM D3019/D3019MPROPOSED CHANGE Table 5.9.1.1. Footnote (5) Standard Specification for Lap Cement Used with Asphalt Roll Roofing, Non-Fibered, and Fibered
ASTM D3679PROPOSED CHANGE Table 5.9.1.1. Footnote (6) Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ASTM D4477PROPOSED CHANGE Table 5.9.1.1. Footnote (7) Standard Specification for Rigid (Unplasticized) Poly(Vinyl Chloride) (PVC) Soffit
ASTM D4479/D4479M Standard Specification for Asphalt Roof Coatings – Asbestos-Free
ASTM D4637/D4637M Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane
ASTM D4811/D4811M Standard Specification for Nonvulcanized (Uncured) Rubber Sheet Used as Roof Flashing
ASTM D6878/D6878M Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing
ASTM D7254PROPOSED CHANGE Table 5.9.1.1. Footnote (8) Standard Specification for Polypropylene (PP) Siding
ASTM D7793PROPOSED CHANGE Table 5.9.1.1. Footnote (9) Standard Specification for Insulated Vinyl Siding
ASTM E2190 Standard Specification for Insulating Glass Unit Performance and Evaluation
BNQ BNQ 3624-115 Polyethylene (PE) Pipe and Fittings for Soil and Foundation Drainage
CGSB CAN/CGSB-12.1 Safety Glazing
CGSB CAN/CGSB-12.2-M Flat, Clear Sheet Glass
CGSB CAN/CGSB-12.3-M Flat, Clear Float Glass
CGSB CAN/CGSB-12.4-M Heat Absorbing Glass
CGSB CAN/CGSB-12.8 Insulating glass units
CGSB CAN/CGSB-12.9 Spandrel glass
CGSB 37-GP-9Ma Primer, Asphalt, Unfilled, for Asphalt Roofing, Dampproofing and Waterproofing
CGSB CAN/CGSB-37.50-M Hot-Applied, Rubberized Asphalt for Roofing and Waterproofing
CGSB CAN/CGSB-37.54 Polyvinyl Chloride Roofing and Waterproofing Membrane
CGSB CAN/CGSB-51.33-M Vapour Barrier Sheet, Excluding Polyethylene, for Use in Building Construction
CGSB CAN/CGSB-51.34 Polyethylene sheet for use in building construction – Material specification
CSA A23.1 Concrete materials and methods of concrete construction
CSA CAN/CSA-A82 Fired masonry brick made from clay or shale
CSA CAN3-A93-M Natural Airflow Ventilators for Buildings
CSA CAN/CSA-A123.2 Asphalt-Coated Roofing Sheets
CSA A123.3 Asphalt Saturated Organic Roofing Felt
CSA CAN/CSA-A123.4 Asphalt for Constructing Built-Up Roof Coverings and Waterproofing Systems
CSA A123.5 Asphalt shingles made from glass felt and surfaced with mineral granules
CSA CAN/CSA-A123.16 Asphalt-coated glass-base sheets
CSA A123.17 Asphalt Glass Felt Used in Roofing and Waterproofing
CSA A123.23 Product specification for polymer-modified bitumen sheet, prefabricated and reinforced
CSA A123.24 Standard test method for wind resistance of vegetated roof assembly
CSA A123.25 Asphalt core boards used in roofing
CSA A123.51 Asphalt shingle application on roof slopes 1:6 and steeper
CSA A165.1 Concrete block masonry units
CSA A165.2 Concrete Brick Masonry Units
CSA A165.3 Prefaced concrete masonry units
CSA CAN/CSA-A179 Mortar and Grout for Unit Masonry
CSA CAN/CSA-A220 Series Concrete Roof Tiles
CSA CAN/CSA-A371 Masonry Construction for Buildings
CSA A3001 Cementitious Materials for Use in Concrete
CSA B182.1 Plastic drain and sewer pipe and pipe fittings
CSA G40.21 Structural quality steel
CSA G401 Corrugated steel pipe and buried structures
CSA CAN/CSA-O80 Series Wood preservation
CSA O118.1 Western Red Cedar Shakes and Shingles
CSA O118.2 Eastern White Cedar Shingles
CSA O121 Douglas fir plywood
CSA O141 Softwood Lumber
CSA O151 Canadian softwood plywood
CSA O153 Poplar plywood
CSA O325 Construction sheathing
CSA O437.0 OSB and Waferboard
HPVA ANSI/HPVA HP-1 American National Standard for Hardwood and Decorative Plywood
ULC CAN/ULC-704.1 Standard for Thermal Insulation, Polyurethane and Polyisocyanurate, Boards, Faced
ULC CAN/ULC 712.1 Standard for Thermal Insulation – Light Density, Open Cell Spray Applied Semi-Rigid Polyurethane Foam – Material Specification
ULC CAN/ULC 712.2 Standard for Thermal Insulation – Light Density, Open Cell Spray Applied Semi-Rigid Polyurethane Foam – Installation
ULC CAN/ULC 717.1 Standard for Flat Wall Insulating Concrete Form (ICF) Units – Material Properties
ULC CAN/ULC 743.1:2020 Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 1: Material Specification
ULC CAN/ULC 743.2:2021 Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 2: Installation
ULC CAN/ULC-S701.1 Standard for Thermal Insulation, Polystyrene Boards
ULC CAN/ULC-S702.1 Standard for Mineral Fibre Thermal Insulation for Buildings, Part 1: Material Specification
ULC CAN/ULC-S703 Standard for Cellulose Fibre Insulation (CFI) for Buildings
ULC CAN/ULC-S705.1 Standard for Thermal Insulation – Spray Applied Rigid Polyurethane Foam, Medium Density – Material Specification
ULC CAN/ULC-S705.2 Standard for Thermal Insulation – Spray Applied Rigid Polyurethane Foam, Medium Density – Application
ULC CAN/ULC-S706.1 Standard for Insulating Wood Fibre Boards for Buildings
ULC CAN/ULC-S710.1 Standard for Bead-Applied One Component Polyurethane Air Sealant Foam, Part 1: Material Specification
ULC CAN/ULC-S711.1 Standard for Bead-Applied Two Component Polyurethane Air Sealant Foam, Part 1: Material Specification

NBC25 Div.B 9.25.2.2.(1) (first printing)

[9.25.2.2.] 9.25.2.2.Insulation Materials

[1] 1)Except as required in Sentence (2), thermal insulation shall conform to the requirements of
[a] a)ASTM C726, "Standard Specification for Mineral Wool Roof Insulation Board",
[b] b)CAN/CGSB-51.25-M, "Thermal Insulation, Phenolic, Faced",
[c] c)CGSB 51-GP-27M, "Thermal Insulation, Polystyrene, Loose Fill",
[d] g)CAN/ULC-704.1, "Standard for Thermal Insulation, Polyurethane and Polyisocyanurate, Boards, Faced",
[e] j)CAN/ULC 712.1, "Standard for Thermal Insulation – Light Density, Open Cell Spray Applied Semi-Rigid Polyurethane Foam – Material Specification",
[f] --)CAN/ULC 743.1:2020, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 1: Material Specification”,
[g] d)CAN/ULC-S701.1, "Standard for Thermal Insulation, Polystyrene Boards",
[h] e)CAN/ULC-S702.1, "Standard for Mineral Fibre Thermal Insulation for Buildings, Part 1: Material Specification",
[i] f)CAN/ULC-S703, "Standard for Cellulose Fibre Insulation (CFI) for Buildings",
[j] h)CAN/ULC-S705.1, "Standard for Thermal Insulation – Spray Applied Rigid Polyurethane Foam, Medium Density – Material Specification", or
[k] i)CAN/ULC-S706.1, "Standard for Insulating Wood Fibre Boards for Buildings". or

NBC25 Div.B 9.25.2.5.(1) (first printing)

[9.25.2.5.] 9.25.2.5.Installation of Spray-Applied Polyurethane

[1] 1)Spray-applied polyurethane insulation shall be installed in accordance with
[a] b)CAN/ULC 712.2, "Standard for Thermal Insulation – Light Density, Open Cell Spray Applied Semi-Rigid Polyurethane Foam – Installation",
[b] --)CAN/ULC 743.2:2021, “Standard for Thermal Insulation – Low Pressure Applied Two Component Spray Polyurethane Foam, Part 2: Installation”, or
[c] a)CAN/ULC-S705.2, "Standard for Thermal Insulation – Spray Applied Rigid Polyurethane Foam, Medium Density – Application". or

NBC25 Div.B 9.36.2.4.(1) (first printing)

[9.36.2.4.] 9.36.2.4.Calculation of Effective Thermal Resistance of Assemblies

[1] 1)In calculating the thermal resistance of assemblies for the purpose of comparison with the requirements of Articles 9.36.2.6. and 9.36.2.8., the thermal bridging effect of closely spaced, repetitive structural members, such as studs and joists, and of ancillary members, such as lintels, sills and plates, shall be accounted for. (See Note A-9.36.2.4.(1)PROPOSED CHANGE A-9.36.2.4.(1).)

Note A-9.36.2.4.(1) Calculating the Effective Thermal Resistance of Building Envelope Assemblies.

The general theory of heat transfer is based on the concept of the thermal transmittance through an element over a given surface area under the temperature difference across the element (see Sentence 9.36.1.2.(2)). As such, the NECB requires all building envelope assemblies and components to comply with the maximum U-values (overall thermal transmittance) stated therein. However, the requirements in Subsection 9.36.2. are stated in RSI values (effective thermal resistance values), which are the reciprocal of U-values.
To calculate effective thermal resistance, Section 9.36. requires that contributions from all portions of an assembly—including heat flow through studs and insulation—be taken into account because the same insulation product (nominal insulation value) can produce different effective thermal resistance values in different framing configurations. The resulting effective thermal resistance of an assembly also depends on the thermal properties and thickness of the building materials used and their respective location.
The following paragraphs provide the calculations to determine the effective thermal resistance values for certain assemblies and the thermal characteristics of common building materials. The Tables in Notes A-9.36.2.6.(1)PROPOSED CHANGE A-9.36.2.6.(1) and A-9.36.2.8.(1)PROPOSED CHANGE A-9.36.2.8.(1) confirm the compliance of common building assemblies.
Calculating the Effective Thermal Resistance of a Steel-frame Assembly
The parallel-path flow method described above for wood-frame assemblies involves simple one-dimensional heat flow calculations based on two assumptions:
  • that the heat flow through the thermal bridge (the stud) is parallel to the heat flow through the insulation, and
  • that the temperature at each plane is constant.
Tests performed on steel-frame walls have shown that neither of these assumptions properly represents the highly two-dimensional heat flow that actually occurs. The difference between what is assumed and what actually occurs is even more significant in steel-frame assemblies. The results achieved using the calculation method below compare well with those achieved from actual tests. The method provides a good approximation if a thermal resistance value of 0.0000161 (m2×K)/W per mm (or a conductivity of 62 (W×m)/(m2×°C)) is used (this value is associated with galvanized steel with a carbon content of 0.14%).
To calculate the effective thermal resistance of a building envelope assembly consisting of steel framing, RSIeff, use the following equation:
RSI eff = K 1 RSI T 1 + K 2 RSI T 3
where

 

RSIT1
= effective thermal resistance of building envelope assembly determined using parallel-path flow method for wood-frame assemblies (use framing and cavity percentages in Table A-9.36.2.4.(1)-C),
RSIT3
= RSIT2 + thermal resistance values of all other components except steel studs and insulation,
where RSIT2 = effective thermal resistance of steel studs and insulation determined using parallel-path flow method for wood-frame assemblies,
K1
= applicable value from Table A-9.36.2.4.(1)-B, and
K2
= applicable value from Table A-9.36.2.4.(1)-B.
Table [A-9.36.2.4.(1)-B] A-9.36.2.4.(1)-B
Values for K1 and K2
Framing Spacing, mm K1 K2
< 500 without insulating sheathing 0.33 0.67
< 500 with insulating sheathing 0.40 0.60
≥ 500 0.50 0.50
Table [A-9.36.2.4.(1)-C] A-9.36.2.4.(1)-C
Framing and Cavity Percentages for Typical Steel-frame AssembliesPROPOSED CHANGE Table A-9.36.2.4.(1)C. Footnote (1)
Steel-frame Assemblies Frame Spacing, mm o.c.
< 500 ≥ 500 < 2100 ≥ 2100
% Area Framing % Area Cavity % Area Framing % Area Cavity % Area Framing % Area Cavity % Area Framing % Area Cavity
Roofs, ceilings, floors 0.43 99.57 0.33 99.67 — — — —
Above-grade walls and strapping 0.77 99.23 0.67 99.33 — — — —
Below-grade walls and strapping 0.57 99.43 0.33 99.67 — — — —
Sheet steel wall — — — — 0.08 99.92 0.06 99.94
Example – Calculation of RSIeff for a 41 × 152 mm Steel-frame Wall Assembly with Studs 406 mm o.c.
Figure [A-9.36.2.4.(1)-B] 1-
RSIeff calculation parameters for a 41 × 152 mm steel-frame wall assembly
RSIeff calculation parameters for a 41 × 152 mm steel-frame wall assembly
1. Calculate RSIT1
Materials in Assembly RSIF
(thermal resistance
through framing)
RSIC
(thermal resistance
through cavity)
Outside air film
0.03 0.03
Brick veneer
0.07 0.07
Air space (25 mm thick)
0.18 0.18
Extruded polystyrene (38 mm thick × RSI 0.035/mm)
1.33 1.33
Steel stud (152 mm thick × RSI 0.0000161/mm)
0.0023 —
Insulation (152 mm thick; RSI 3.52 (R20) batts)
— 3.52
Polyethylene (vapour barrier)
— —
Gypsum (12.7 mm thick)
0.08 0.08
Interior air film
0.12 0.12
Total 1.81 5.33
% area framing and cavity from Table A-9.36.2.4.(1)-C 0.77% 99.23%
RSI T 1 = 100 0 . 77 1 . 81 + 99 . 23 5 . 33 = 5 . 25 m 2 K W
(U-value = 0.19 W/(m²×K))
2. Calculate RSIT2
Materials in Assembly RSIF
(thermal resistance
through framing)
RSIC
(thermal resistance
through cavity)
Steel stud (152 mm thick × RSI 0.0000161/mm)
0.0023 —
Insulation (152 mm thick; RSI 3.52 (R20) batts)
— 3.52
Total 0.0023 3.52
% area framing and cavity from Table A-9.36.2.4.(1)-C 0.77% 99.23%
RSI T 2 = 100 0 . 7 7 0 . 0 0 2 3 + 9 9 . 2 3 3 . 5 2 = 0 . 2 7 m 2 K W
(U-value = 3.69 W/(m²×K))
3. Calculate RSIT3
Materials in Assembly RSI through Assembly
Outside air film
0.03
Brick veneer
0.07
Air space (25 mm thick)
0.18
Extruded polystyrene (38 mm thick × RSI 0.035/mm)
1.33
RSIT2
0.27
Polyethylene (vapour barrier)
—
Gypsum (12.7 mm thick)
0.08
Interior air film
0.12
RSIT3 = 2.08 (m2×K)/W
(U-value = 0.48 W/(m2×K))
4. Calculate RSIeff
RSIeff = (K1 × RSIT1) + (K2 × RSIT3) = (0.40 ×· 5.25) + (0.60 × 2.08) = 3.35 (m2×K)/W (U-value = 0.30 W/(m2×K))
Table [A-9.36.2.4.(1)-D] A-9.36.2.4.(1)-D
Thermal Resistance Values of Common Building MaterialsPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (1)
Air Films Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Exterior:
ceiling, floors and walls wind 6.7 m/s (winter)
— — 0.03
Interior:
ceiling (heat flow up)
— — 0.11
floor (heat flow down)
— — 0.16
walls (heat flow horizontal)
— — 0.12
Air CavitiesPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (2)PROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (3) Thickness of Air Space Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Ceiling (heat flow up) faced with non-reflective materialPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (4) 13 mm — 0.15
20 mm — 0.15
40 mm — 0.16
90 mm — 0.16
Floors (heat flow down) faced with non-reflective materialPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (4) 13 mm — 0.16
20 mm — 0.18
40 mm — 0.20
90 mm — 0.22
Walls (heat flow horizontal) faced with non-reflective materialPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (4) 9.5 mm — 0.15
13 mm — 0.16
20 mm — 0.18
40 mm — 0.18
90 mm — 0.18
Cladding Materials Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Brick:
fired clay (1 800–2 200 kg/m3)
90 mm 0.0007 0.063
concrete: sand and gravel, or stone (2 400 kg/m3)
90 mm 0.0004 0.036
Cement/lime, mortar, and stucco — 0.0009 —
Wood shingles:
400 mm, 190 mm exposure
— — 0.15
400 mm, 300 mm exposure (double exposure)
— — 0.21
insulating backer board
8 mm — 0.25
Siding:
Metal or vinyl siding over sheathing:
hollow-backed
— — 0.11
insulating-board-backed
9.5 mm nominal — 0.32
foiled-backed
9.5 mm nominal — 0.52
Wood:
bevel, 200 mm, lapped
13 mm — 0.14
bevel, 250 mm, lapped
20 mm — 0.18
drop, 200 mm
20 mm — 0.14
hardboard
11 mm — 0.12
plywood, lapped
9.5 mm — 0.10
Stone:
quartzitic and sandstone (2240 kg/m3)
— 0.0003 —
calcitic, dolomitic, limestone, marble, and granite (2240 kg/m3)
— 0.0004 —
Fibre-cement: single-faced, cellulose fibre-reinforced cement
6.35 mm 0.003 0.023
8 mm 0.003 0.026
Roofing MaterialsPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (5) Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Asphalt roll roofing — — 0.03
Asphalt/tar — 0.0014 —
Built-up roofing 10 mm — 0.06
Crushed stone — 0.0006 —
Metal deck — — negligible
Shingle:
asphalt
— — 0.08
wood
— — 0.17
Slate 13 mm — 0.01
Sheathing Materials Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Gypsum sheathing 12.7 mm 0.0063 0.08
Insulating fibreboard — 0.016 —
Particleboard:
low density (593 kg/m3)
— 0.0098 —
medium density (800 kg/m3)
— 0.0077 —
high density (993 kg/m3)
— 0.0059 —
Plywood – generic softwood 9.5 mm 0.0087 0.083
11 mm 0.096
12.5 mm 0.109
15.5 mm 0.135
18.5 mm 0.161
Plywood – Douglas fir 9.5 mm 0.0111 0.105
11 mm 0.122
12.5 mm 0.139
15.5 mm 0.172
18.5 mm 0.205
Sheet materials:
permeable felt
— — 0.011
seal, 2 layers of mopped (0.73 kg/m3)
— — 0.210
seal, plastic film
— — negligible
Waferboard (705 kg/m3) — 0.0095 —
Oriented strandboard (OSB) 9.5 mm 0.0098 0.093
11 mm 0.108
Insulation MaterialsPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (6) Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Blanket and batt: rock or glass mineral fibre (CAN/ULC-S702.1)
R12
89/92 mm — 2.11
R14
89/92 mm — 2.46
140 mm — 3.34
R20
152 mm — 3.52
R22
140/152 mm — 3.87
R22.5
152 mm — 3.96
R24
140/152 mm — 4.23
R28
178/216 mm — 4.93
R31
241 mm — 5.46
R35
267 mm — 6.16
R40
279/300 mm — 7.04
Insulation MaterialsPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (6) (continued) Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Boards and slabs:
Roof board
— 0.018 —
Building board or ceiling tile, lay-in panel
— 0.016 —
Polyisocyanurate/polyurethane-faced sheathing: Types 1, 2 and 3 (CAN/ULC-704.1)
permeably faced
25 mm 0.03818 0.97
50 mm 0.0360 1.80
impermeably faced
25 mm 0.03937 1.00
50 mm 0.0374 1.87
Expanded polystyrene (CAN/ULC-S701.1)PROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (8)
Type 1
25 mm 0.026 0.65
Type 2
25 mm 0.028 0.71
Type 3
25 mm 0.030 0.76
Extruded polystyrene: Types 2, 3 and 4 (CAN/ULC-S701.1)
25 mm 0.035 0.88
50 mm 0.0336 1.68
Semi-rigid glass fibre wall/roof insulation (48 kg/m3)
25 mm 0.0298 0.757
Semi-rigid rock wool wall insulation (56 kg/m3)
25 mm 0.0277 0.704
Loose-fill insulation
Cellulose (CAN/ULC-S703)
— 0.025 —
Glass fibre loose fill insulation for attics (CAN/ULC-S702.1)
112 to 565 mm 0.01875 —
Glass fibre loose fill insulation for walls (CAN/ULC-S702.1)
89 mm 0.02865 2.55
140 mm 0.0289 4.05
152 mm 0.030 4.23
Perlite
— 0.019 —
Vermiculite
— 0.015 —
Spray-applied insulation
Sprayed polyurethane foam
medium density (CAN/ULC-S705.1)
25 mm 0.036 0.90
50 mm 0.036 1.80
light density (CAN/ULC 712.1)
25 mm 0.026 0.65
Low pressure applied two component spray polyurethane foam (CAN/ULC 743.1:2020)
50 mm 0.028 1.40
Sprayed cellulosic fibre (CAN/ULC-S703)
settled thickness 0.024 —
Spray-applied glass-fibre insulation (CAN/ULC-S702.1)
density: 16 kg/m3
89 mm 0.025 2.30
140 mm 0.025 3.53
density: 28.8 kg/m3
89 mm 0.029 2.64
140 mm 0.029 4.06
Structural Materials Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Concrete
Low-density aggregate
expanded shale, clay, slate or slags, cinders (1 600 kg/m3)
— 0.0013 —
perlite, vermiculite, and polystyrene bead (480 kg/m3)
— 0.0063 —
Normal-density aggregate
sand and gravel or stone aggregate (2 400 kg/m3)
— 0.0004 —
HardwoodPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (9)PROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (10)
Ash
— 0.0063 —
Birch
— 0.0055 —
Maple
— 0.0063 —
Oak
— 0.0056 —
SoftwoodPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (9)PROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (10)
Amabilis fir
— 0.0080 —
California redwood
— 0.0089 —
Douglas fir-larch
— 0.0069 —
Eastern white cedar
— 0.0099 —
Eastern white pine
— 0.0092 —
Hemlock-fir
— 0.0084 —
Lodgepole pine
— 0.0082 —
Red pine
— 0.0077 —
Western hemlock
— 0.0074 —
Western red cedar
— 0.0102 —
White spruce
— 0.0097 —
Yellow cyprus-cedar
— 0.0077 —
Wood, structural framing, spruce-pine-firPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (11) — 0.0085 —
Steel, galvanized sheet, 0.14% carbon content — 0.0000161 —
Concrete Blocks Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Limestone aggregate with 2 cells
cells filled with perlite
190 mm — 0.37
290 mm — 0.65
Light-weight units (expanded shale, clay, slate or slag aggregate) with 2 or 3 cells
no insulation in cells
90 mm — 0.24
140 mm — 0.30
190 mm — 0.32
240 mm — 0.33
290 mm — 0.41
cells filled with perlite
140 mm — 0.74
190 mm — 0.99
290 mm — 1.35
cells filled with vermiculite
140 mm — 0.58
190 mm — 0.81
240 mm — 0.98
290 mm — 1.06
cells filled with molded EPS beads
190 mm — 0.85
molded EPS inserts in cells
190 mm — 0.62
Medium-weight units (combination of normal- and low-mass aggregate) with 2 or 3 cells
no insulation in cells
190 mm — 0.26
cells filled with molded EPS beads
190 mm — 0.56
molded EPS inserts in cells
190 mm — 0.47
cells filled with perlite
190 mm — 0.53
cells filled with vermiculite
190 mm — 0.58
Normal-weight units (sand and gravel aggregate) with 2 or 3 cells
no insulation in cells
90 mm — 0.17
140 mm — 0.19
190 mm — 0.21
240 mm — 0.24
290 mm — 0.26
cells filled with perlite
190 mm — 0.35
cells filled with vermiculite
140 mm — 0.40
190 mm — 0.51
240 mm — 0.61
290 mm — 0.69
Hollow Clay Bricks Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Multi-celled without insulation in cells 90 mm — 0.27
Rectangular 2-cell
no insulation in cells
140 mm — 0.39
190 mm — 0.41
290 mm — 0.47
cells filled with vermiculite
140 mm — 0.65
190 mm — 0.86
290 mm — 1.29
Rectangular 3-cell
no insulation in cells
90 mm — 0.35
140 mm — 0.38
190 mm — 0.41
240 mm — 0.43
290 mm — 0.45
cells filled with vermiculite
140 mm — 0.68
190 mm — 0.86
240 mm — 1.06
290 mm — 1.19
Interior Finish MaterialsPROPOSED CHANGE Table A-9.36.2.4.(1)D. Footnote (12) Thickness of Material Thermal Resistance (RSI), (m2×K)/W per mm Thermal Resistance (RSI), (m2×K)/W for thickness listed
Gypsum board — 0.0061 —
Hardboard – medium-density (800 kg/m3) — 0.0095 —
Interior finish (plank, tile) board — 0.0198 —
Particleboard
low-density (590 kg/m3)
— 0.0098 —
medium-density (800 kg/m3)
— 0.0074 —
high-density (1 000 kg/m3)
— 0.0059 —
underlay
15.9 mm — 0.140
Plywood — 0.0087 —
Flooring material
Carpet and fibrous pad
— — 0.370
Carpet and rubber pad
— — 0.220
Cork tile
3.2 mm — 0.049
Hardwood flooring
19 mm — 0.120
Terrazzo
25 mm — 0.014
Tile (linoleum, vinyl, rubber)
— — 0.009
Tile (ceramic)
9.5 mm — 0.005
Wood subfloor
19 mm — 0.170
Plastering
Cement plaster: sand aggregate
— 0.0014 —
Gypsum plaster
low-density aggregate
— 0.0044 —
sand aggregate
— 0.0012 —

Impact analysis

This proposed change is expected to result in no or low cost implications. In practice, manufacturers have been expected to meet the requirements of the material standard (CAN/ULC 743.1) since it was first published in 2020. Designers and installers have had access to the installation standard (CAN/ULC 743.2) since it was first published in 2021.

Enforcement implications

Because neither of these standards has ever been included in the NBC, designers and authorities having jurisdiction have not been able to enforce minimum requirements when low-pressure spray-applied two-component polyurethane foam has been used. As a result of this proposed change, building officials would be able to request proof of compliance with the material standard, CAN/ULC 743.1, and the installation standard, CAN/ULC 743.2. Compliance with these standards could be enforced without additional resources.

In addition, the inclusion of references to these standards would provide uniform minimum performance requirements across Canada for use by building officials when evaluating design submissions, thus improving the enforcement of the NBC.

Who is affected

Adding references to these two standards in the NBC would decrease the likelihood of confusion for building officials, building owners, designers, specification writers, contractors and manufacturers, as the Code would contain explicit minimum performance requirements for these materials.

OBJECTIVE-BASED ANALYSIS OF NEW OR CHANGED PROVISIONS

NBC25 Div.B 5.9.1.1. (first printing)

[5.9.1.1.] 5.9.1.1. ([1] 1) [F20,F22,F51,F54,F55,F61,F63,F80-OH1.1,OH1.2][F41,F55-OH1.1][F55,F61,F80-OH1.3]
[5.9.1.1.] 5.9.1.1. ([1] 1) [F20,F80-OS2.1][F20,F22,F51,F61,F63,F80-OS2.3][F51-OS2.5]
[5.9.1.1.] 5.9.1.1. ([1] 1) [F20-OS2.2][F80-OS2.3]
[5.9.1.1.] 5.9.1.1. ([1] 1) [F80,F61,F63-OS3.1]
[5.9.1.1.] 5.9.1.1. ([1] 1) [F80,F61,F63-OH4]Applies to floor assemblies.
[5.9.1.1.] 5.9.1.1. ([1] 1) ([a] a)[F61,F63-OS1.4]Applies where required life safety systems are incorporated in environmental separators.
[5.9.1.1.] 5.9.1.1. ([1] 1) [F20,F80-OP2.1,OP2.3][F22,F80-OP2.4]
[5.9.1.1.] 5.9.1.1. ([1] 1) [F42-OH2.5]
[5.9.1.1.] 5.9.1.1. ([2] 2) no attributions

NBC25 Div.B 9.25.2.2.(1) (first printing)

[9.25.2.2.] 9.25.2.2. ([1] 1) [F51,F63,F80-OH1.1,OH1.2]
[9.25.2.2.] 9.25.2.2. ([1] 1) [F63,F80-OS2.3]

NBC25 Div.B 9.25.2.5.(1) (first printing)

[9.25.2.5.] 9.25.2.5. ([1] 1) [F51,F41,F63-OH1.1][F51,F63-OH1.2]
[9.25.2.5.] 9.25.2.5. ([1] 1) [F63-OS2.3]

NBC25 Div.B 9.36.2.4.(1) (first printing)

[9.36.2.4.] 9.36.2.4. ([1] 1) [F92-OE1.1]
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