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O. Reg. 503/09: BUILDING CODE
filed December 21, 2009 under Building Code Act, 1992, S.O. 1992, c. 23
Skip to contentontario regulation 503/09
made under the
building code act, 1992
Made: December 16, 2009
Filed: December 21, 2009
Published on e-Laws: December 22, 2009
Printed in The Ontario Gazette: January 9, 2010
Amending O. Reg. 350/06
(Building Code)
1. (1) Subclause 1.1.2.2.(1)(b)(iv) of Division A of Ontario Regulation 350/06 is amended by striking out “medium and low hazard industrial occupancies” at the end and substituting “medium hazard industrial occupancies and low hazard industrial occupancies”.
(2) Sentence 1.1.2.2.(2) of Division A of the Regulation is amended by striking out “and” at the end of Clause (b) and by revoking Clause (c) and substituting the following:
(c) a retaining wall exceeding 1 000 mm in exposed height adjacent to,
(i) public property,
(ii) access to a building, or
(iii) private property to which the public is admitted,
(d) a pedestrian bridge appurtenant to a building,
(e) a crane runway,
(f) an exterior storage tank and its supporting structure that is not regulated by the Technical Standards and Safety Act, 2000,
(g) signs regulated by Section 3.15. of Division B that are not structurally supported by a building,
(h) a structure that supports a wind turbine generator having a rated output of more than 3 kW,
(i) a communication tower exceeding 16.6 m above ground level, and
(j) an outdoor pool that has a water depth greater than 3.5 m at any point.
2. Subclause 1.1.2.4.(1)(c)(iv) of Division A of the Regulation is amended by striking out “medium hazard industrial occupancies and low hazard industrial occupancies” at the end and substituting “medium hazard industrial occupancies and low hazard industrial occupancies”.
3. Sentence 1.1.2.7.(1) of Division A of the Regulation is amended by striking out “Section 9.40.” and substituting “Section 9.41.”.
4. Clause 1.1.3.1.(1)(a) of Division A of the Regulation is amended by striking out “Section 2.2.” and substituting “Section 1.2.”.
5. Clauses 1.3.1.1.(1)(j) to (l) of Division A of the Regulation are revoked and the following substituted:
(j) an outdoor pool, and
(k) Reserved
(l) an outdoor public spa.
6. (1) Sentence 1.3.1.2.(1) of Division A of the Regulation is amended by striking out “Sentences (2) to (5)” and substituting “Sentences (2) to (4)”.
(2) Sentence 1.3.1.2.(5) of Division A of the Regulation is revoked and the following substituted:
(5) A liquid manure storage tank shall comply with the requirements of Part 4 of Division B of this Code and the requirements of Part 4 of the CCBFC, “National Farm Building Code of Canada”.
7. (1) The definition of “basement” in Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by striking out “first storey” at the end and substituting “first storey”.
(2) The definition of “Building Code website” in Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by striking out “www.obc.mah.gov.on.ca” at the end and substituting “www.ontario.ca/buildingcode”.
(3) Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by adding the following definition:
Certificate for the occupancy of a building described in Sentence 1.3.3.4.(4) of Division C means a certificate described in Sentence 3.7.4.3.(5.1) of Division C.
(4) The definition of “Certificate for the occupancy of a building not fully completed” in Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by striking out “Sentence 4.7.4.3.(5)” and substituting “Sentence 3.7.4.3.(5)”.
(5) The definition of “Circuit vent” in Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by striking out “them”.
(6) Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by adding the following definition:
Individual vent means a vent pipe that serves one fixture.
(7) Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by adding the following definition:
Liquid manure means manure having a dry matter content of less than 18 per cent or a slump of more than 150 millimetres using the Test Method for the Determination of Liquid Waste (slump test) set out in Schedule 9 to Regulation 347 of the Revised Regulations of Ontario, 1990 (General — Waste Management) made under the Environmental Protection Act.
(8) Clause 1.4.1.2.(1)(b) of Division A of the Regulation is amended by adding the following definition:
Tarion Warranty Corporation means Tarion Warranty Corporation as designated under section 2 of the Ontario New Home Warranties Plan Act.
8. Sentence 1.4.1.3.(1) of Division A of the Regulation is amended by adding the following clause:
(c.1) by-laws made under section 108 of the City of Toronto Act, 2006, but only with respect to the issuance of a permit for the construction of a green roof if the construction of the roof is prohibited unless a permit is obtained,
9. (1) Item 8 of Table 1.4.2.1. of Division A of the Regulation is amended by striking out “decibel-weighted sound level” in Column 3 and substituting “A-weighted sound level”.
(2) Table 1.4.2.1. of Division A of the Regulation is amended by adding the following item:
36.1 |
min. |
minimum |
(3) Item 51 of Table 1.4.2.1. of Division A of the Regulation is amended by striking out “cross-linked polyethylene” in Column 3 and substituting “crosslinked polyethylene”.
10. The title to Division B of the Regulation is revoked and the following substituted:
DIVISION b
acceptable solutions
11. Sentence 1.3.1.1.(1) of Division B of the Regulation is amended by striking out “May 31, 2006” at the end and substituting “November 30, 2009”.
12. Table 1.3.1.2. of Division B of the Regulation is revoked and the following substituted:
Table 1.3.1.2.
Documents Referenced in the Building Code
Forming Part of Sentence 1.3.1.2.(1)
Column 1 |
Column 2 |
Column 3 |
Column 4 |
Issuing Agency |
Document Number |
Title of Document |
Code Reference |
ACGIH |
2007, 26th Edition |
Industrial Ventilation Manual |
6.2.1.1.(1) |
ANSI |
A208.1-1999 |
Particleboard, Mat-Formed Wood |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(3) |
|
|
|
9.29.9.1.(1) |
|
|
|
9.30.2.2.(1) |
ANSI/ASHRAE |
62.1-2004 |
Ventilation for Acceptable Indoor Air Quality |
6.2.2.1.(2) |
|
|
|
6.2.3.8.(15) |
ANSI/ASHRAE/IESNA |
90.1-2004 |
Energy Standard for Buildings Except Low-Rise Residential Buildings |
6.2.1.1.(1) |
|
|
|
12.2.1.1.(2) |
ANSI/ASME |
A112.19.8-2007 |
Suction Fittings for Use in Swimming Pools, Wading Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances |
3.12.4.1.(9) |
ANSI/ASME |
B16.3-2006 |
Malleable Iron Threaded Fittings, Classes 150 and 300 |
7.2.6.6.(1) |
ANSI/ASME |
B16.4-2006 |
Gray Iron Threaded Fittings, Classes 150 and 250 |
7.2.6.5.(1) |
|
|
|
Table 7.2.11.2. |
ANSI/ASME |
B16.12-1998 |
Cast Iron Threaded Drainage Fittings |
7.2.6.3.(1) |
ANSI/ASME |
B16.15-2006 |
Cast Bronze Threaded Fittings, Classes 125 and 250 |
7.2.7.3.(1) |
ANSI/ASME |
B16.18-2001 |
Cast Copper Alloy Solder Joint Pressure Fittings |
7.2.7.6.(1) |
|
|
|
7.2.7.6.(2) |
|
|
|
Table 7.2.11.2. |
ANSI/ASME |
B16.22-2001 |
Wrought Copper and Copper Alloy Solder Joint Pressure Fittings |
7.2.7.6.(1) |
ANSI/ASME |
B16.23-2002 |
Cast Copper Alloy Solder Joint Drainage Fittings: DWV |
7.2.7.5.(1) |
ANSI/ASME |
B16.24-2001 |
Cast Copper Alloy Pipe Flanges and Flanged Fittings: Classes 150, 300, 400, 600, 900, 1500 and 2500 |
7.2.7.2.(1) |
ANSI/ASME |
B16.26-2006 |
Cast Copper Alloy Fittings for Flared Copper Tubes |
7.2.7.7.(1) |
|
|
|
7.2.7.7.(2) |
|
|
|
Table 7.2.11.2. |
ANSI/ASME |
B16.29-2001 |
Wrought Copper and Wrought Copper Alloy Solder Joint Drainage Fittings - DWV |
7.2.7.5.(1) |
ANSI/ASME |
B18.6.1-1981 |
Wood Screws (Inch Series) |
Table 5.10.1.1. |
|
|
|
9.23.3.1.(2) |
ANSI/AWWA |
C104 / A21.4-2003 |
Cement-Mortar Lining for Ductile-Iron Pipe Fittings for Water |
7.2.6.4.(2) |
|
|
|
Table 7.2.11.2. |
ANSI/AWWA |
C110 / A21.10-2003 |
Ductile-Iron and Gray-Iron Fittings for Water |
7.2.6.4.(3) |
|
|
|
Table 7.2.11.2. |
ANSI/AWWA |
C111 / A21.11-2007 |
Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings |
7.2.6.4.(4) |
|
|
|
Table 7.2.11.2. |
ANSI/AWWA |
C151 / A21.51-2002 |
Ductile-Iron Pipe, Centrifugally Cast, for Water |
7.2.6.4.(1) |
|
|
|
Table 7.2.11.2. |
ANSI/CSA |
ANSI Z21.22-1999 / CSA 4.4-M99 |
Relief Valves for Hot Water Supply Systems |
7.2.10.11.(1) |
ANSI/CSA |
ANSI Z21.22a-2000 / CSA 4.4a-2000 |
Addenda 1 to ANSI Z21.22-1999 / CSA 4.4-M99, Relief Valves for Hot Water Supply Systems |
7.2.10.11.(1) |
ANSI/CSA |
ANSI Z21.22b-2001 / CSA 4.4b-2001 |
Addenda 2 to ANSI Z21.22-1999 / CSA 4.4-M99, Relief Valves for Hot Water Supply Systems |
7.2.10.11.(1) |
APHA/AWWA/WEF |
2005, 21st Edition |
Standard Methods for the Examination of Water and Waste Water |
8.9.2.4.(1)(b) |
ASHRAE |
2009 |
Fundamentals |
6.2.1.1.(1) |
ASHRAE |
2007 |
HVAC Applications |
6.2.1.1.(1) |
ASHRAE |
2008 |
HVAC Systems and Equipment |
6.2.1.1.(1) |
ASHRAE |
2006 |
Refrigeration |
6.2.1.1.(1) |
ASSE |
1010-2004 |
Water Hammer Arresters |
7.2.10.15.(1) |
ASSE |
1051-2002 |
Individual and Branch Type Air Admittance Valves for Sanitary Drainage Systems |
7.2.10.16.(1) |
ASTM |
A53 / A53M-06a |
Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless |
7.2.6.7.(4) |
ASTM |
A123 / A123M-02 |
Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products |
Table 5.10.1.1. |
|
|
|
Table 9.20.16.1. |
ASTM |
A153 / A153M-05 |
Zinc Coating (Hot-Dip) on Iron and Steel Hardware |
Table 5.10.1.1. |
|
|
|
Table 9.20.16.1. |
ASTM |
A252-98 |
Welded and Seamless Steel Pipe Piles |
4.2.3.8.(1) |
ASTM |
A283 / A283M-03 |
Low and Intermediate Tensile Strength Carbon Steel Plates |
4.2.3.8.(1) |
ASTM |
A518 / A518M-99 |
Corrosion-Resistant High-Silicon Iron Castings |
7.2.8.1.(1) |
ASTM |
A653 / A653M-06a |
Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process |
Table 5.10.1.1. |
|
|
|
9.3.3.2.(1) |
ASTM |
A792 / A792M-06a |
Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process |
9.3.3.2.(1) |
ASTM |
A1008 / A1008M-07 |
Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable |
4.2.3.8.(1) |
ASTM |
A1011 / A1011M-06b |
Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength |
4.2.3.8.(1) |
ASTM |
B32-04 |
Solder Metal |
7.2.9.2.(2) |
ASTM |
B42-02e1 |
Seamless Copper Pipe, Standard Sizes |
7.2.7.1.(1) |
ASTM |
B43-98e1 |
Seamless Red Brass Pipe, Standard Sizes |
7.2.7.1.(2) |
ASTM |
B68-02 |
Seamless Copper Tube, Bright Annealed |
7.2.7.4.(3) |
ASTM |
B88-03 |
Seamless Copper Water Tube |
7.2.7.4.(1) |
|
|
|
Table 7.2.11.2. |
ASTM |
B306-02 |
Copper Drainage Tube (DWV) |
7.2.7.4.(1) |
ASTM |
B813-00e1 |
Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy and Tube |
7.2.9.2.(3) |
ASTM |
B828-02 |
Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings |
7.3.2.4.(1) |
ASTM |
C4-04e1 |
Clay Drain Tile and Perforated Clay Drain Tile |
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
ASTM |
C27-98 |
Classification for Fire Clay and High-Alumina Refractory Brick |
9.21.3.4.(1) |
ASTM |
C126-99 |
Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid Masonry Units |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
ASTM |
C212-00 |
Structural Clay Facing Tile |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
ASTM |
C260-06 |
Air-Entraining Admixtures for Concrete |
9.3.1.8.(1) |
ASTM |
C411-05 |
Hot-Surface Performance of High-Temperature Thermal Insulation |
6.2.3.4.(3) |
|
|
|
6.2.9.2.(2) |
ASTM |
C412M-05a |
Concrete Drain Tile (Metric) |
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
ASTM |
C444M-03 |
Perforated Concrete Pipe (Metric) |
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
ASTM |
C494 / C494M-05a |
Chemical Admixtures for Concrete |
9.3.1.8.(1) |
ASTM |
C700-07e1 |
Vitrified Clay Pipe, Extra Strength, Standard Strength and Perforated |
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
ASTM |
C1002-04 |
Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs |
Table 5.10.1.1. |
|
|
|
9.24.1.4.(1) |
|
|
|
9.29.5.7.(1) |
ASTM |
C1053-00 |
Borosilicate Glass Pipe and Fittings for Drain, Waste and Vent (DWV) Applications |
7.2.8.1.(1) |
ASTM |
C1177 / C1177M-06 |
Glass Mat Gypsum Substrate for Use as Sheathing |
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
ASTM |
C1178 / C1178M-06 |
Coated Glass Mat Water-Resistant Gypsum Backing Panel |
Table 5.10.1.1. |
|
|
|
9.29.5.2.(1) |
ASTM |
C1396 / C1396M-06a |
Gypsum Board |
3.1.5.12.(4) |
|
|
|
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.29.5.2.(1) |
|
|
|
Table 9.29.5.3. |
ASTM |
D374-99 |
Thickness of Solid Electrical Insulation |
3.15.4.1.(1)(c) |
ASTM |
D568-77 |
Rate of Burning and/or Extent and Time of Burning of Flexible Plastics in a Vertical Position |
3.15.4.1.(1)(b) |
ASTM |
D635-06 |
Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position |
3.15.4.1.(1)(a) |
ASTM |
D2178-04 |
Asphalt Glass Felt Used in Roofing and Waterproofing |
Table 5.10.1.1. |
ASTM |
D2898-07 |
Accelerated Weathering of Fire-Retardant-Treated Wood for Fire Testing |
3.1.5.5.(4) |
|
|
|
3.1.5.21.(1) |
ASTM |
D3261-03 |
Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing |
7.2.5.5.(3) |
ASTM |
E90-04 |
Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements |
5.9.1.1.(1) |
|
|
|
9.11.1.1.(1) |
ASTM |
E96 / E96M-05 |
Water Vapour Transmission of Materials |
5.5.1.2.(3) |
|
|
|
9.25.1.2.(1) |
|
|
|
9.25.4.2.(1) |
|
|
|
9.30.1.2.(1) |
ASTM |
E283-04 |
Determining the Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differentiation Across the Specimen |
9.6.5.4.(1) |
|
|
|
9.6.5.5.(1) |
|
|
|
9.7.1.7.(1) |
|
|
|
12.3.3.13.(1) |
ASTM |
E336-05 |
Measurement of Airborne Sound Attenuation Between Rooms in Buildings |
5.9.1.1.(1) |
|
|
|
9.11.1.1.(1) |
ASTM |
E413-04 |
Classification for Rating Sound Insulation |
5.9.1.1.(1) |
|
|
|
9.11.1.1.(1) |
ASTM |
E2190-02 |
Insulating Glass Unit Performance and Evaluation |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
ASTM |
F476-84 |
Security of Swinging Door Assemblies |
9.6.8.10.(1) |
ASTM |
F628-06e1 |
Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40 Plastic Drain, Waste, and Vent Pipe With a Cellular Core |
7.2.5.10.(1) |
|
|
|
7.2.5.12.(1) |
|
|
|
7.2.5.12.(2) |
ASTM |
F714-06a |
Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter |
7.2.5.6.(1) |
AWPA |
M4-06 |
Care of Preservative-Treated Wood Products |
4.2.3.2.(2) |
|
|
|
Table 5.10.1.1. |
BNQ |
BNQ3624-115-2007 |
Polyethylene (PE) Pipe and Fittings - Flexible Pipes for Drainage - Characteristics and Test Methods |
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
CCBFC |
NRCC 38730 |
Model National Energy Code for Buildings 1997 |
6.2.2.1.(1) |
|
|
|
12.2.1.1.(2) |
|
|
|
12.2.1.2.(2) |
CCBFC |
NRCC 47666 |
National Building Code of Canada 2005 |
1.3.1.2.(3) of Division A |
|
|
|
2.4.2.2.(1)(b)(iii) of Division C |
CCBFC |
NRCC 47668 |
National Plumbing Code of Canada 2005 |
2.4.2.2.(1)(b)(iii) of Division C |
CCBFC |
NRCC 47667 |
National Fire Code of Canada 2005 |
3.3.1.2.(1) |
|
|
|
3.3.5.2.(1) |
|
|
|
6.2.2.5.(1) |
CCBFC |
NRCC 38732 |
National Farm Building Code of Canada 1995 |
1.3.1.2.(1) to (5) of Division A |
CGSB |
CAN/CGSB-1.501-M89 |
Method of Permeance of Coated Wallboard |
5.5.1.2.(2) |
|
|
|
9.25.4.2.(6) |
CGSB |
CAN/CGSB-7.1-98 |
Lightweight Steel Wall Framing Components |
9.24.1.2.(1) |
CGSB |
CAN/CGSB-7.2-94 |
Adjustable Steel Columns |
9.17.3.4.(1) |
CGSB |
CAN/CGSB-10.3-92 |
Air Setting Refractory Mortar |
9.21.3.4.(2) |
|
|
|
9.21.3.9.(1) |
|
|
|
9.22.2.2.(2) |
CGSB |
CAN/CGSB-11.3-M87 |
Hardboard |
Table 5.10.1.1. |
|
|
|
9.27.10.1.(2) |
|
|
|
9.29.7.1.(1) |
|
|
|
9.30.2.2.(1) |
CGSB |
CAN/CGSB-11.5-M87 |
Hardboard, Precoated, Factory Finished, for Exterior Cladding |
Table 5.10.1.1. |
|
|
|
9.27.10.1.(1) |
CGSB |
CAN/CGSB-12.1-M90 |
Tempered or Laminated Safety Glass |
3.3.1.19.(2) |
|
|
|
3.4.6.14.(1) |
|
|
|
3.4.6.14.(3) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.6.6.2.(2) |
|
|
|
9.7.3.1.(1) |
|
|
|
9.8.8.7.(1) |
CGSB |
CAN/CGSB-12.2-M91 |
Flat, Clear Sheet Glass |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
CGSB |
CAN/CGSB-12.3-M91 |
Flat, Clear Float Glass |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
CGSB |
CAN/CGSB-12.4-M91 |
Heat Absorbing Glass |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
CGSB |
CAN/CGSB-12.5-M86 |
Mirrors, Silvered |
9.6.6.3.(2) |
CGSB |
CAN/CGSB-12.8-97 |
Insulating Glass Units |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
CGSB |
CAN/CGSB-12.10-M76 |
Glass, Light and Heat Reflecting |
Table 5.10.1.1. |
|
|
|
9.7.3.1.(1) |
CGSB |
CAN/CGSB-12.11-M90 |
Wired Safety Glass |
3.3.1.19.(2) |
|
|
|
3.4.6.14.(1) |
|
|
|
3.4.6.14.(3) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.6.6.2.(2) |
|
|
|
9.7.3.1.(1) |
|
|
|
9.8.8.7.(1) |
CGSB |
CAN/CGSB-12.20-M89 |
Structural Design of Glass for Buildings |
4.3.6.1.(1) |
|
|
|
9.7.3.2.(1) |
CGSB |
19-GP-5M-1984 |
Sealing Compound, One Component, Acrylic Base, Solvent Curing |
Table 5.10.1.1. |
|
|
|
9.27.4.2.(2) |
CGSB |
CAN/CGSB-19.13-M87 |
Sealing Compound, One Component, Elastomeric, Chemical Curing |
Table 5.10.1.1. |
|
|
|
9.27.4.2.(2) |
CGSB |
19-GP-14M-1984 |
Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing |
Table 5.10.1.1. |
|
|
|
9.27.4.2.(2) |
CGSB |
CAN/CGSB-19.22-M89 |
Mildew Resistant Sealing Compound for Tubs and Tile |
9.29.10.5.(1) |
CGSB |
CAN/CGSB-19.24-M90 |
Multicomponent, Chemical-Curing Sealing Compound |
Table 5.10.1.1. |
|
|
|
9.27.4.2.(2) |
CGSB |
CAN/CGSB-34.4-M89 |
Siding, Asbestos-Cement, Shingles and Clapboards |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.5-M89 |
Sheets, Asbestos-Cement, Corrugated |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.9-M94 |
Asbestos-Cement Sewer Pipe |
7.2.5.1.(2) |
CGSB |
CAN/CGSB-34.14-M89 |
Sheets, Asbestos-Cement, Decorative |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.16-M89 |
Sheets, Asbestos-Cement, Flat, Fully Compressed |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.17-M89 |
Sheets, Asbestos-Cement, Flat, Semicompressed |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.21-M89 |
Panels, Sandwich, Asbestos-Cement with Insulating Cores |
Table 5.10.1.1. |
|
|
|
9.27.8.1.(1) |
CGSB |
CAN/CGSB-34.22-94 |
Asbestos-Cement Drain Pipe |
Table 5.10.1.1. |
|
|
|
7.2.5.1.(1) |
|
|
|
9.14.3.1.(1) |
CGSB |
CAN/CGSB-34.23-94 |
Asbestos-Cement House Connection Sewer Pipe |
7.2.5.1.(2) |
CGSB |
CAN/CGSB-37.1-M89 |
Chemical Emulsified Type, Emulsified Asphalt for Dampproofing |
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
CGSB |
CAN/CGSB-37.2-M88 |
Emulsified Asphalt, Mineral Colloid Type, Unfilled, for Dampproofing and Waterproofing and for Roof Coatings |
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
|
|
|
9.13.3.2.(1) |
CGSB |
CAN/CGSB-37.3-M89 |
Application of Emulsified Asphalts for Dampproofing or Waterproofing |
5.8.2.3.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.13.2.3.(1) |
|
|
|
9.13.3.3.(1) |
CGSB |
CAN/CGSB-37.4-M89 |
Fibrated, Cutback Asphalt, Lap Cement for Asphalt Roofing |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
CAN/CGSB-37.5-M89 |
Cutback Asphalt Plastic Cement |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
37-GP-6Ma-1983 |
Asphalt, Cutback, Unfilled, for Dampproofing |
5.8.2.2.(6) |
|
|
|
5.8.2.2.(7) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
CGSB |
CAN/CGSB-37.8-M88 |
Asphalt, Cutback, Filled, for Roof Coating |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
37-GP-9Ma-1983 |
Primer, Asphalt, Unfilled, for Asphalt Roofing, Dampproofing and Waterproofing |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
37-GP-12Ma-1984 |
Application of Unfilled Cutback Asphalt for Dampproofing |
5.8.2.3.(2) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.13.2.3.(1) |
CGSB |
CAN/CGSB-37.16-M89 |
Filled, Cutback Asphalt for Dampproofing and Waterproofing |
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
|
|
|
9.13.3.2.(1) |
CGSB |
37-GP-18Ma-1985 |
Tar, Cutback, Unfilled, for Dampproofing |
5.8.2.2.(6) |
|
|
|
5.8.2.2.(7) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
CGSB |
37-GP-21M-1985 |
Tar, Cutback, Fibrated, For Roof Coating |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
CAN/CGSB-37.22-M89 |
Application of Unfilled, Cutback Tar Foundation Coating for Dampproofing |
5.8.2.3.(2) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.13.2.3.(1) |
CGSB |
37-GP-36M-1976 |
Application of Filled Cutback Asphalt for Dampproofing and Waterproofing |
5.8.2.3.(1) |
|
|
|
Table 5.10.1.1. |
CGSB |
37-GP-37M-1977 |
Application of Hot Asphalt for Dampproofing or Waterproofing |
5.8.2.3.(1) |
|
|
|
Table 5.10.1.1. |
CGSB |
CAN/CGSB-37.50-M89 |
Hot Applied, Rubberized Asphalt for Roofing and Waterproofing |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
CAN/CGSB-37.51-M90 |
Application for Hot Applied Rubberized Asphalt for Roofing and Waterproofing |
5.6.1.3.(1) |
|
|
|
5.8.2.3.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.26.15.1.(1) |
CGSB |
37-GP-52M-1984 |
Roofing and Waterproofing Membrane, Sheet Applied, Elastomeric |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
CAN/CGSB-37.54-95 |
Polyvinyl Chloride Roofing and Waterproofing Membrane |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
37-GP-55M-1979 |
Application of Sheet Applied Flexible Polyvinyl Chloride Roofing Membrane |
5.6.1.3.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.26.16.1.(1) |
CGSB |
37-GP-56M-1985 |
Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
37-GP-64M-1977 |
Mat Reinforcing, Fibrous Glass, for Membrane Waterproofing Systems and Built-up Roofing |
Table 5.10.1.1. |
CGSB |
41-GP-6M-1983 |
Sheets, Thermosetting Polyester Plastics, Glass Fiber Reinforced |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CGSB |
CAN/CGSB-41.24-95 |
Rigid Vinyl Siding, Soffits and Fascia |
Table 5.10.1.1. |
|
|
|
9.27.13.1.(1) |
CGSB |
CAN/CGSB-51.25-M87 |
Thermal Insulation, Phenolic, Faced |
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.25.2.2.(1) |
CGSB |
51-GP-27M-1979 |
Thermal Insulation, Polystyrene, Loose Fill |
Table 5.10.1.1. |
|
|
|
9.25.2.2.(1) |
CGSB |
CAN/CGSB-51.32-M77 |
Sheathing, Membrane, Breather Type |
Table 5.10.1.1. |
|
|
|
9.20.13.9.(1) |
|
|
|
9.26.2.1.(1) |
|
|
|
9.27.3.2.(1) |
CGSB |
CAN/CGSB-51.33-M89 |
Vapour Barrier, Sheet, Excluding Polyethylene, for Use in Building Construction |
Table 5.10.1.1. |
|
|
|
9.25.4.2.(5) |
CGSB |
CAN/CGSB-51.34-M86 (amended 1988) |
Vapour Barrier, Polyethylene Sheet for Use in Building Construction |
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
|
|
|
9.13.4.2.(1) |
|
|
|
9.18.6.2.(1) |
|
|
|
9.25.3.2.(2) |
|
|
|
9.25.4.2.(4) |
CGSB |
CAN/CGSB-63.14-M89 |
Plastic Skylights |
5.10.1.1.(4) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.7.7.1.(1) |
|
|
|
9.7.7.2.(1) |
CGSB |
CAN/CGSB-82.1-M89 |
Sliding Doors |
Table 5.10.1.1. |
|
|
|
9.6.5.2.(1) |
CGSB |
CAN/CGSB-82.5-M88 |
Insulated Steel Doors |
Table 5.10.1.1. |
|
|
|
9.6.5.3.(1) |
CGSB |
CAN/CGSB-82.6-M86 |
Doors, Mirrored Glass, Sliding or Folding, Wardrobe |
9.6.6.3.(1) |
CGSB |
CAN/CGSB-93.1-M85 |
Sheet, Aluminum Alloy, Prefinished Residential |
Table 5.10.1.1. |
|
|
|
9.27.12.1.(4) |
CGSB |
CAN/CGSB-93.2-M91 |
Prefinished Aluminum Siding, Soffits and Facsia for Residential Use |
Table 5.10.1.1. |
|
|
|
9.27.12.1.(3) |
CGSB |
CAN/CGSB-93.3-M91 |
Prefinished Galvanized and Aluminum-Zinc Alloy Steel Sheet for Residential Use |
Table 5.10.1.1. |
|
|
|
9.27.12.1.(2) |
CGSB |
CAN/CGSB-93.4-92 |
Galvanized Steel and Aluminum-Zinc Alloy Coated Steel Siding, Soffits and Fascia, Prefinished, Residential |
Table 5.10.1.1. |
|
|
|
9.27.12.1.(1) |
CSA |
CAN/CSA-6.19-01 |
Residential Carbon Monoxide Alarming Devices |
6.2.12.3.(1) |
|
|
|
9.33.4.3.(1) |
CSA |
CAN/CSA-A23.1-04 |
Concrete Materials and Methods of Concrete Construction |
4.2.3.6.(1) |
|
|
|
4.2.3.9.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.3.1.1.(4) |
|
|
|
9.3.1.3.(1) |
|
|
|
9.3.1.4.(1) |
|
|
|
9.40.1.4.(1) |
CSA |
A23.3-04 |
Design of Concrete Structures |
Table 4.1.8.9. |
|
|
|
4.3.3.1.(1) |
CSA |
A60.1-M1976 |
Vitrified Clay Pipe |
7.2.5.4.(1) |
CSA |
A60.3-M1976 |
Vitrified Clay Pipe Joints |
7.2.5.4.(2) |
CSA |
CAN/CSA-A82.1-M87 |
Burned Clay Brick (Solid Masonry Units Made From Clay or Shale) |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A82.3-M1978 |
Calcium Silicate (Sand-Lime) Building Brick |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A82.4-M1978 |
Structural Clay Load-Bearing Wall Tile |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A82.5-M1978 |
Structural Clay Non-Load-Bearing Tile |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
CAN3-A82.8-M78 |
Hollow Clay Brick |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
CAN/CSA-A82.27-M91 |
Gypsum Board |
3.1.5.12.(4) |
|
|
|
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.29.5.2.(1) |
CSA |
A82.30-M1980 |
Interior Furring, Lathing and Gypsum Plastering |
Table 5.10.1.1. |
|
|
|
9.29.4.1.(1) |
CSA |
A82.31-M1980 |
Gypsum Board Application |
Table 5.10.1.1. |
|
|
|
9.10.12.4.(3) |
|
|
|
9.29.5.1.(2) |
CSA |
CAN3-A93-M82 |
Natural Airflow Ventilators for Buildings |
Table 5.10.1.1. |
|
|
|
9.19.1.2.(5) |
CSA |
A123.1-05 /A123.5-05 |
Asphalt Shingles Made from Organic Felt and Surfaced with Mineral Granules / Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CSA |
CAN/CSA-A123.2-03 |
Asphalt Coated Roofing Sheets |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CSA |
A123.3-05 |
Asphalt Saturated Organic Roofing Felt |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CSA |
CAN/CSA-A123.4-04 |
Asphalt for Constructing Built-Up Roof Coverings and Waterproofing Systems |
Table 5.10.1.1. |
|
|
|
9.13.2.2.(1) |
|
|
|
9.13.3.2.(1) |
|
|
|
9.26.2.1.(1) |
CSA |
A123.17-05 |
Asphalt Glass Felt Used in Roofing and Waterproofing |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CSA |
CAN3-A123.51-M85 |
Asphalt Shingle Application on Roof Slopes 1:3 and Steeper |
5.6.1.3.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.26.1.2.(1) |
CSA |
CAN3-A123.52-M85 |
Asphalt Shingle Application on Roof Slopes 1:6 to Less than 1:3 |
5.6.1.3.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.26.1.2.(1) |
CSA |
A165.1-04 |
Concrete Block Masonry Units |
Table 5.10.1.1. |
|
|
|
9.15.2.2.(1) |
|
|
|
9.17.5.1.(1) |
|
|
|
9.20.2.1.(1) |
|
|
|
9.20.2.6.(1) |
CSA |
A165.2-04 |
Concrete Brick Masonry Units |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A165.3-04 |
Prefaced Concrete Masonry Units |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A165.4-M85 |
Autoclaved Cellular Units |
Table 5.10.1.1. |
|
|
|
9.20.2.1.(1) |
CSA |
A179-04 |
Mortar and Grout for Unit Masonry |
Table 5.10.1.1. |
|
|
|
9.15.2.2.(3) |
|
|
|
9.20.3.1.(1) |
CSA |
CAN/CSA-A220.0-06 |
Performance of Concrete Roof Tiles |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
CSA |
CAN/CSA-A220.1-06 |
Installation of Concrete Roof Tiles |
Table 5.10.1.1. |
|
|
|
9.26.17.1.(1) |
CSA |
A257 Series-03 |
Standards for Concrete Pipe and Manhole Sections |
7.2.5.3.(1) |
CSA |
A257.4-03 |
Precast Reinforced Circular Concrete Manhole Sections, Catch Basins, and Fittings |
7.2.5.3.(5) |
CSA |
A277-08 |
Procedure for Factory Certification of Buildings |
9.1.1.9.(1) |
CSA |
CAN/CSA-A324-M88 |
Clay Flue Liners |
9.21.3.3.(1) |
CSA |
A371-04 |
Masonry Construction for Buildings |
5.6.1.3.(2) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.15.2.2.(3) |
|
|
|
9.20.3.2.(7) |
|
|
|
9.20.15.2.(1) |
CSA |
CAN/CSA-A405-M87 |
Design and Construction of Masonry Chimneys and Fireplaces |
9.21.3.5.(1) |
|
|
|
9.22.1.4.(7) |
|
|
|
9.22.5.2.(2) |
CSA |
CAN/CSA-A438-00 |
Concrete Construction for Housing and Small Buildings |
9.3.1.1.(1) |
CSA |
CAN/CSA-A440-00 |
Windows |
5.10.1.1.(3) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.7.2.1.(1) |
|
|
|
9.7.2.1.(2) |
|
|
|
9.7.6.1.(1) |
CSA |
CAN/CSA-A440.1-00 |
User Selection Guide to CSA Standard CAN/CSA-A440-00, Windows |
5.10.1.1.(3) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.7.2.1.(1) |
CSA |
CAN/CSA-A440.2-M04 |
Energy Performance Evaluation of Windows and Sliding Glass Doors |
12.3.1.3.(1) |
CSA |
A660-04 |
Certification of Manufacturers of Steel Building Systems |
4.3.4.3.(1) |
CSA |
CAN/CSA-A3001-03 |
Cementitious Materials for Use in Concrete |
Table 5.10.1.1. |
|
|
|
9.3.1.2.(1) |
|
|
|
9.28.2.1.(1) |
CSA |
ASME A17.1-2007 / CSA B44-07 |
Safety Code for Elevators and Escalators |
3.5.2.2.(1) |
|
|
|
Table 4.1.5.12. |
|
|
|
7.4.3.6.(1) |
CSA |
CAN/CSA-B45.0-02 |
General Requirements for Plumbing Fixtures |
7.6.4.2.(1) |
CSA |
CAN/CSA-B45.1-02 |
Ceramic Plumbing Fixtures |
7.2.2.2.(2) |
CSA |
CAN/CSA-B45.2-02 |
Enamelled Cast Iron Plumbing Fixtures |
7.2.2.2.(3) |
CSA |
CAN/CSA-B45.3-02 |
Porcelain-Enamelled Steel Plumbing Fixtures |
7.2.2.2.(4) |
CSA |
CAN/CSA-B45.4-02 |
Stainless Steel Plumbing Fixtures |
7.2.2.2.(5) |
CSA |
CAN/CSA-B45.5-02 |
Plastic Plumbing Fixtures |
7.2.2.2.(6) |
CSA |
CAN/CSA-B45.9-02 |
Macerating Systems and Related Components |
7.2.2.2.(8) |
CSA |
CAN/CSA-B45.10-01 |
Hydromassage Bathtubs |
7.2.2.2.(7) |
CSA |
B52-05 |
Mechanical Refrigeration Code |
6.2.2.4.(4) |
CSA |
CAN/CSA-B64.0-01 |
Definitions, General Requirements, and Test Methods for Vacuum Breakers and Backflow Preventers |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.1.1-01 |
Vacuum Breakers, Atmospheric Type (AVB) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.1.2-01 |
Vacuum Breakers, Pressure Type (PVB) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.2-01 |
Vacuum Breakers, Hose Connection Type (HCVB) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.2.1-01 |
Vacuum Breakers, Hose Connection Type (HCVB) with Manual Draining Feature |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.2.2-01 |
Vacuum Breakers, Hose Connection Type (HCVB) with Automatic Draining Feature |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.3-01 |
Backflow Preventers, Dual Check Valve Type Atmospheric |
7.2.10.10.(1) |
|
|
Port (DACP) |
7.6.2.5.(4) |
CSA |
CAN/CSA-B64.4-01 |
Backflow Preventers, Reduced Pressure Principle Type (RP) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.4.1-01 |
Backflow Preventers, Reduced Pressure Principle Type for Fire Systems (RPF) |
7.6.2.4.(2) |
|
|
|
Table 7.6.2.4. |
CSA |
CAN/CSA-B64.5-01 |
Backflow Preventers, Double Check Valve Type (DCVA) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.5.1-01 |
Backflow Preventers, Double Check Valve Type for Fire Systems (DCVAF) |
7.6.2.4.(2) |
|
|
|
Table 7.6.2.4. |
CSA |
CAN/CSA-B64.6-01 |
Backflow Preventers, Dual Check Valve Type (DuC) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.6.1-01 |
Backflow Preventers, Dual Check Valve Type for Fire Systems (DuCF) |
7.6.4.2.(2) |
|
|
|
Table 7.6.2.4. |
CSA |
CAN/CSA-B64.7-01 |
Vacuum Breakers, Laboratory Faucet Type (LFVP) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.8-01 |
Backflow Preventers, Dual Check Valve Type with Intermediate Vent (DuCV) |
7.2.10.10.(1) |
CSA |
CAN/CSA-B64.9-01 |
Backflow Preventers, Single Check Valve Type for Fire Systems (SCVAF) |
7.6.2.4.(2) |
|
|
|
Table 7.6.2.4. |
CSA |
CAN/CSA-B64.10-01 |
Manual for the Selection and Installation of Backflow Prevention Devices |
7.2.10.10.(1) |
CSA |
B66-05 |
Design, Material, and Manufacturing Requirements for Prefabricated Septic Tanks and Sewage Holding Tanks |
8.2.2.2.(1) |
|
|
|
8.2.2.2.(2) |
|
|
|
8.2.2.2.(3) |
|
|
|
8.2.2.3.(7) |
|
|
|
8.2.2.3.(11) |
CSA |
CAN/CSA-B70-06 |
Cast Iron Soil Pipe, Fittings and Means of Joining |
7.2.6.1.(1) |
|
|
|
7.4.6.4.(2) |
CSA |
B111-1974 |
Wire Nails, Spikes and Staples |
9.23.3.1.(1) |
|
|
|
9.26.2.2.(1) |
|
|
|
9.29.5.6.(1) |
CSA |
ASME |
Plumbing Supply Fittings |
7.2.10.6.(1) |
|
A112.18.1-2005 / CAN/CSA-B125.1-05 |
|
7.6.5.2.(1) |
CSA |
ASME |
Plumbing Waste Fittings |
7.2.3.3.(1) |
|
A112.18.2-2005 / CAN/CSA-B125.2-05 |
|
7.2.10.6.(2) |
CSA |
CAN/CSA-B125.3-05 |
Plumbing Fittings |
7.2.10.6.(1) |
|
|
|
7.2.10.10.(2) |
|
|
|
7.6.5.2.(2) |
CSA |
B127.1-99 |
Asbestos Cement Drain, Waste and Vent Pipe and Pipe Fittings |
7.2.5.1.(1) |
|
|
|
7.2.6.2.(1) |
CSA |
B127.2-M1977 |
Components for Use in Asbestos Cement Building Sewer Systems |
7.2.5.1.(2) |
|
|
|
7.2.6.2.(1) |
CSA |
CAN/CSA-B137.1-05 |
Polyethylene (PE) Pipe, Tubing and Fittings for Cold Water Pressure Services |
7.2.5.5.(1)
|
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.2-05 |
Polyvinylchloride (PVC) Injection-Moulded Gasketed Fittings for Pressure Applications |
7.2.5.8.(1) |
|
|
|
7.2.5.10.(1) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.3-05 |
Rigid Polyvinylchloride (PVC) Pipe for Pressure Applications |
7.2.5.8.(1) |
|
|
|
7.2.5.10.(1) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.5-05 |
Crosslinked Polyethylene (PEX) Tubing Systems for Pressure Applications |
7.2.5.7.(1) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.6-05 |
Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing and Fittings for Hot and Cold Water Distribution Systems |
7.2.5.9.(1) |
|
|
|
7.2.5.9.(2) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.9-05 |
Polyethylene/Aluminium/Polyethylene (PE-AL-PE) Composite Pressure-Pipe Systems |
7.2.5.13.(1) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.10-05 |
Crosslinked Polyethylene/Aluminum Crosslinked Polyethylene (PEX-AL-PEX) Composite Pressure-Pipe Systems |
7.2.5.13.(4) |
|
|
|
7.2.5.14.(1) |
|
|
|
Table 7.2.11.2. |
CSA |
CAN/CSA-B137.11-05 |
Polypropylene (PP-R) Pipe and Fittings for Pressure Applications |
7.2.5.15.(1) |
CSA |
B158.1-1976 |
Cast Brass Solder Joint Drainage, Waste and Vent Fittings |
7.2.7.5.(1) |
|
|
|
7.2.10.1.(1) |
CSA |
CAN/CSA-B181.1-06 |
Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings |
7.2.5.10.(1) |
|
|
|
7.2.5.11.(1) |
|
|
|
7.2.5.12.(1) |
|
|
|
7.2.5.12.(2) |
|
|
|
7.2.10.1.(2) |
|
|
|
7.4.6.4.(2) |
CSA |
CAN/CSA-B181.2-06 |
Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings |
7.2.5.10.(1) |
|
|
|
7.2.5.11.(1) |
|
|
|
7.2.5.12.(1) |
|
|
|
7.2.5.12.(2) |
|
|
|
7.2.10.1.(3) |
|
|
|
7.4.6.4.(2) |
CSA |
CAN/CSA-B181.3-06 |
Polyolefin and Polyvinylidene (PVDF) Laboratory Drainage Systems |
7.2.8.1.(1) |
CSA |
CAN/CSA-B182.1-06 |
Plastic Drain and Sewer Pipe and Pipe Fittings |
Table 5.10.1.1. |
|
|
|
7.2.5.10.(1) |
|
|
|
7.2.5.12.(2) |
|
|
|
7.4.6.4.(2) |
|
|
|
9.14.3.1.(1) |
CSA |
CAN/CSA-B182.2-06 |
PSM Type Polyvinylchloride (PVC) Sewer Pipe and Fittings |
7.2.5.10.(1) |
|
|
|
7.2.5.12.(2) |
CSA |
CAN/CSA-B182.4-06 |
Profile Polyvinylchloride (PVC) Sewer Pipe and Fittings |
7.2.5.10.(1) |
CSA |
CAN/CSA-B182.6-06 |
Profile Polyethylene (PE) Sewer Pipe and Fittings for Leak-Proof Sewer Applications |
7.2.5.10.(1) |
CSA |
CAN/CSA-B182.7-06 |
PSM Type Multilayer Polyvinylchloride (PVC) Sewer Pipe Having Reprocessed-Recycled Content |
7.2.5.10.(1) |
CSA |
CAN/CSA-B214-07 |
Installation Code for Hydronic Heating Systems |
6.2.1.4.(6) |
CSA |
B242-05 |
Groove and Shoulder-Type Mechanical Pipe Couplings |
7.2.10.4.(1) |
CSA |
CAN/CSA-B272-93 |
Prefabricated Self-Sealing Vent Flashings |
7.2.10.14.(2) |
CSA |
CAN/CSA-B355-00 |
Lifts for Persons with Physical Disabilities |
3.8.3.5.(1) |
CSA |
CAN/CSA-B356-00 |
Water Pressure Reducing Valves for Domestic Water Supply Systems |
7.2.10.12.(1) |
CSA |
CAN/CSA-B365-01 |
Installation Code for Solid-Fuel Burning Appliances and Equipment |
6.2.1.4.(1) |
|
|
|
9.21.1.3.(2) |
|
|
|
9.22.10.2.(1) |
|
|
|
9.33.1.2.(1) |
CSA |
CAN/CSA-B366.1-M91 |
Solid Fuel-Fired Central Heating Appliances |
6.2.1.4.(2) |
CSA |
CAN/CSA-B602-05 |
Mechanical Couplings for Drain, Waste, and Vent Pipe and Sewer Pipe |
7.2.5.3.(2) |
|
|
|
7.2.10.4.(2) |
CSA |
CAN/CSA-C22.2 |
Test Methods for Electrical Wires and Cables |
3.1.4.3.(1) |
|
No. 0.3-01 |
|
3.1.4.3.(2) |
|
|
|
3.1.5.18.(1) |
|
|
|
3.1.5.18.(2) |
|
|
|
3.1.5.21.(1) |
|
|
|
3.1.5.21.(2) |
|
|
|
3.6.4.3.(1) |
CSA |
C22.2 No.113-M1984 |
Fans and Ventilators |
9.32.3.9.(6) |
CSA |
C22.2 No. 141-02 |
Unit Equipment for Emergency Lighting |
3.2.7.4.(2) |
|
|
|
9.9.11.3.(6) |
CSA |
C22.2 No. 211.0-03 |
General Requirements and Methods of Testing for Nonmetallic Conduit |
3.1.5.20.(1) |
CSA |
CAN/CSA-C22.3 No. 1-2006 |
Overhead Systems |
3.1.19.1.(2) |
CSA |
CAN/CSA-C88-M90 |
Power Transformers and Reactors |
3.6.2.7.(10) |
CSA |
CAN/CSA-C260-M90 |
Rating for the Performance of Residential Mechanical Ventilating Equipment |
9.32.3.9.(1) |
|
|
|
9.32.3.9.(2) |
|
|
|
Table 9.32.3.9. |
CSA |
CAN/CSA-C282-05 |
Emergency Electrical Power Supply for Buildings |
3.2.7.5.(1) |
CSA |
CAN/CSA-C439-00 |
Rating the Performance of Heat/Energy-Recovery Ventilators |
6.2.1.6.(2) |
|
|
|
9.32.3.11.(2) |
CSA |
CAN/CSA-C448.1-02 |
Design and Installation of Earth Energy Systems for Commercial and Institutional Buildings |
6.2.1.4.(4) |
CSA |
CAN/CSA-C448.2-02 |
Design and Installation of Earth Energy Systems for Residential and Other Small Buildings |
6.2.1.4.(3) |
CSA |
CAN/CSA-F280-M90 |
Determining the Required Capacity of Residential Space Heating and Cooling Appliances |
6.2.1.1.(1) |
CSA |
CAN/CSA-F326-M91 |
Residential Mechanical Ventilation Systems |
6.2.1.1.(1) |
CSA |
F379.1-09 |
Packaged Solar Domestic Hot Water Systems (Liquid-to-Liquid Heat Transfer) for All-Season Use |
7.2.10.13.(1) |
|
|
|
7.6.2.5.(3) |
|
|
|
7.6.2.5.(4) |
CSA |
F383-08 |
Installation of Packaged Solar Domestic Hot Water Systems |
7.6.1.13.(1) |
CSA |
CAN/CSA-G30.18-M92 |
Billet Steel Bars for Concrete Reinforcement |
9.3.1.1.(4) |
|
|
|
9.40.1.3.(1) |
CSA |
CAN/CSA-G40.21-04 |
Structural Quality Steel |
4.2.3.8.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.23.4.3.(2) |
CSA |
CAN/CSA-G164-M92 |
Hot Dip Galvanising of Irregularly Shaped Articles |
4.4.4.1.(4) |
CSA |
G401-01 |
Corrugated Steel Pipe Products |
7.2.6.8.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.14.3.1.(1) |
CSA |
O80 Series-97 |
Wood Preservation |
3.1.4.4.(1) |
|
|
|
4.2.3.2.(1) |
|
|
|
4.2.3.2.(2) |
|
|
|
Table 5.10.1.1. |
CSA |
O80.1-97 |
Preservative Treatment of All Timber Products by Pressure Processes |
Table 5.10.1.1. |
|
|
|
9.3.2.9.(5) |
CSA |
O80.2-97 |
Preservative Treatment of Lumber, Timber, Bridge Ties and Mine Ties by Pressure Processes |
4.2.3.2.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.3.2.9.(5) |
CSA |
O80.3-97 |
Preservative Treatment of Piles by Pressure Processes |
4.2.3.2.(1) |
CSA |
O80.9-97 |
Preservative Treatment of Plywood by Pressure Processes |
Table 5.10.1.1. |
|
|
|
9.3.2.9.(5) |
CSA |
O80.15-97 |
Preservative Treatment of Wood for Building Foundation Systems, Basements and Crawl Spaces by Pressure Processes |
4.2.3.2.(1) |
|
|
|
Table 5.10.1.1. |
|
|
|
9.3.2.9.(5) |
CSA |
O80.34-97 |
Preservative Treatment of Lumber and Timbers with Borates for Use Out of Ground Contact and Continuously Protected from Liquid Water |
Table 5.10.1.1. |
|
|
|
9.3.2.9.(5) |
|
|
|
9.3.2.9.(6) |
CSA |
O80.36-05 |
Preservative Treatment of Wood Products for Light-Duty Above-Ground Residential Uses by Pressure Processes |
9.3.2.9.(5) |
CSA |
CAN/CSA-O86-01 (Including Supplement CAN/CSA-O86S1-05) |
Engineering Design in Wood |
Table 4.1.8.9. |
|
|
|
4.3.1.1.(1) |
CSA |
O115-M1982 |
Hardwood and Decorative Plywood |
Table 5.10.1.1. |
|
|
|
9.27.9.1.(1) |
|
|
|
9.30.2.2.(1) |
CSA |
O118.1-97 |
Western Cedars Shakes and Shingles |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
|
|
|
9.27.7.1.(1) |
CSA |
O118.2-M81 |
Eastern White Cedar Shingles |
Table 5.10.1.1. |
|
|
|
9.26.2.1.(1) |
|
|
|
9.27.7.1.(1) |
CSA |
O121-M1978 |
Douglas Fir Plywood |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(1) |
|
|
|
9.23.15.2.(1) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.27.9.1.(1) |
|
|
|
9.30.2.2.(1) |
|
|
|
Table A-13 |
|
|
|
Table A-14 |
|
|
|
Table A-15 |
CSA |
CAN/CSA-O122-06 |
Structural Glued-Laminated Timber |
Table A-11 |
|
|
|
Table A-16 |
CSA |
CAN/CSA-O132.2 Series-90 |
Wood Flush Doors |
Table 5.10.1.1. |
|
|
|
9.6.5.1.(1) |
CSA |
O141-05 |
Softwood Lumber |
Table 5.10.1.1. |
|
|
|
9.3.2.6.(1) |
CSA |
O151-04 |
Canadian Softwood Plywood |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(1) |
|
|
|
9.23.15.2.(1) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.27.9.1.(1) |
|
|
|
9.30.2.2.(1) |
|
|
|
Table A-13 |
|
|
|
Table A-14 |
|
|
|
Table A-15 |
CSA |
O153-M1980 |
Poplar Plywood |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(1) |
|
|
|
9.23.15.2.(1) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.27.9.1.(1) |
|
|
|
9.30.2.2.(1) |
CSA |
O177-06 |
Qualification Code for Manufacturers of Structural Glued-Laminated Timber |
4.3.1.2.(1) |
|
|
|
Table A-11 |
|
|
|
Table A-16 |
CSA |
CAN/CSA-O325.0-92 |
Construction Sheathing |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(1) |
|
|
|
9.23.14.4.(2) |
|
|
|
Table 9.23.14.5.B. |
|
|
|
9.23.15.2.(1) |
|
|
|
9.23.15.3.(2) |
|
|
|
Table 9.23.15.7.B. |
|
|
|
Table 9.23.16.2.B. |
|
|
|
9.29.9.1.(2) |
|
|
|
9.29.9.2.(5) |
|
|
|
Table A-13 |
|
|
|
Table A-14 |
|
|
|
Table A-15 |
CSA |
O437.0-93 |
OSB and Waferboard |
Table 5.10.1.1. |
|
|
|
9.23.14.2.(1) |
|
|
|
9.23.14.4.(2) |
|
|
|
9.23.15.2.(1) |
|
|
|
9.23.15.3.(2) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.27.11.1.(1) |
|
|
|
9.29.9.1.(2) |
|
|
|
9.30.2.2.(1) |
|
|
|
Table A-13 |
|
|
|
Table A-14 |
|
|
|
Table A-15 |
CSA |
CAN/CSA-S16-01 CONSOLIDATION |
Limit States Design of Steel Structures |
Table 4.1.8.9. |
|
|
|
4.3.4.1.(1) |
CSA |
S37-01 |
Antennas, Towers and Antenna Supporting Structures |
4.1.1.4.(2) |
CSA |
CAN/CSA-S136-01 (Including Supplement CAN/CSA-S136S1-04) |
North American Specifications for the Design of Cold Formed Steel Structural Members (using the Appendix B provisions applicable to Canada) |
4.3.4.2.(1) |
CSA |
CAN/CSA-S157-05 / S157.1-05 |
Strength Design in Aluminum / Commentary on CSA S157-05, Strength Design in Aluminum |
4.3.5.1.(1) |
CSA |
S304.1-04 |
Design of Masonry Structures |
Table 4.1.8.9. |
|
|
|
4.3.2.1.(1) |
CSA |
S307-M1980 |
Load Test Procedure for Wood Roof Trusses for Houses and Small Buildings |
9.23.13.11.(5) |
CSA |
CAN3-S367-M81 |
Air Supported Structures |
4.4.1.1.(1) |
CSA |
CAN/CSA-S406-92 |
Construction of Preserved Wood Foundations |
9.13.2.8.(1) |
|
|
|
9.15.2.4.(1) |
|
|
|
9.16.5.1.(1) |
CSA |
S413-07 |
Parking Structures |
4.4.2.1.(1) |
CSA |
S478-95 |
Guideline on Durability in Buildings |
5.1.4.2.(3) |
CSA |
Z32-04 |
Electrical Safety and Essential Electrical Systems in Health Care Facilities |
3.2.7.3.(4) |
|
|
|
3.2.7.6.(1) |
|
|
|
3.7.5.1.(1) |
CSA |
CAN/CSA-Z91-M90 |
Safety Code for Window Cleaning Operations |
4.4.4.1.(1) |
CSA |
CAN/CSA-Z240.2.1-92 |
Structural Requirements for Mobile Homes |
9.1.1.9.(1) |
|
|
|
9.12.2.2.(6) |
|
|
|
9.15.1.3.(1) |
CSA |
CAN/CSA-Z240.3.1-92 |
Plumbing Requirements for Mobile Homes |
9.1.1.9.(1) |
CSA |
CSA Z240.10.1-94 |
Site Preparation, Foundation and Anchorage of Mobile Homes |
9.15.1.3.(1) |
|
|
|
9.23.6.3.(1) |
CSA |
CAN/CSA-Z241 Series-03 |
Park Model Trailers |
9.39.1.1.(1) |
|
|
|
9.39.2.1.(1) |
CSA |
CAN/CSA-Z317.2-01 |
Special Requirements for Heating, Ventilation and Air Conditioning (HVAC) Systems in Health Care Facilities |
6.2.1.1.(1) |
CSA |
CAN/CSA-Z7396.1-06 |
Medical Gas Piping Systems - Part 1: Pipelines for Medical Gases and Vacuum |
3.7.5.2.(1) |
CWC |
2004 |
Engineering Guide for Wood Frame Construction |
9.4.1.1.(1) |
DBR |
Building Research Note No. 126, 1979 |
Relation Between Thermal Resistance and Heat Storage in Building Enclosures |
12.3.3.8.(1) |
DBR |
Technical Paper No. 194, May 1965 |
Fire Endurance of Protected Steel Columns and Beams |
Table 11.5.1.1.A. |
|
|
|
Table 11.5.1.1.B. |
|
|
|
Table 11.5.1.1.C. |
|
|
|
Table 11.5.1.1.D/E. |
|
|
|
Table 11.5.1.1.F. |
DBR |
Technical Paper No. 207, October 1965 |
Fire Endurance of Unit Masonry Walls |
Table 11.5.1.1.A. |
|
|
|
Table 11.5.1.1.B. |
|
|
|
Table 11.5.1.1.C. |
|
|
|
Table 11.5.1.1.D/E. |
|
|
|
Table 11.5.1.1.F. |
DBR |
Technical Paper No. 222, June 1966 |
Fire Endurance of Light Framed and Miscellaneous Assemblies |
Table 11.5.1.1.A. |
|
|
|
Table 11.5.1.1.B. |
|
|
|
Table 11.5.1.1.C. |
|
|
|
Table 11.5.1.1.D/E. |
|
|
|
Table 11.5.1.1.F. |
FINA |
2005 |
Rules and Regulations - FINA Facilities Rules 2005-2009 - FR5 Diving Facilities |
3.11.4.1.(17) |
HI |
2005 |
Hydronics Institute Manuals |
6.2.1.1.(1) |
HRAI |
2005 |
Digest |
6.2.1.1.(1) |
|
|
|
6.2.3.5.(1) |
|
|
|
6.2.4.3.(12) |
HUD |
Rehabilitation Guidelines 2000 |
Guideline on Fire Ratings of Archaic Materials and Assemblies |
Table 11.5.1.1.A. |
|
|
|
Table 11.5.1.1.B. |
|
|
|
Table 11.5.1.1.C. |
|
|
|
Table 11.5.1.1.D/E. |
|
|
|
Table 11.5.1.1.F. |
HVI |
HVI 915-2006 |
Procedure for Loudness Rating of Residential Fan Products |
9.32.3.9.(2) |
|
|
|
Table 9.32.3.9. |
HVI |
HVI 916-2005 |
Airflow Test Procedure |
9.32.3.9.(1) |
ISO |
ISO 8201; 1987(E) |
Acoustics - Audible Emergency Evacuation Signal |
3.2.4.18.(2) |
MAH |
Supplementary Standard SA-1, August 15, 2006 |
Objectives and Functional Statements Attributed to the Acceptable Solutions |
1.2.1.1.(1) of Division A |
|
|
|
1.2.1.1.(2) of Division A |
MAH |
Supplementary Standard SB-1, June 18, 2008 |
Climatic and Seismic Data |
5.2.1.1.(1) |
|
|
|
5.2.1.1.(2) |
|
|
|
9.4.1.1.(3) |
|
|
|
9.4.2.2.(1) |
|
|
|
Table 9.25.1.2. |
|
|
|
Table 9.32.3.10.A. |
|
|
|
9.33.3.2.(1) |
|
|
|
Table 12.3.2.1. |
|
|
|
Table 12.3.4.2.A. |
MAH |
Supplementary Standard SB-2, June 9, 2009 |
Fire Performance Ratings |
3.1.5.23.(1) |
|
|
|
3.1.7.1.(2) |
|
|
|
3.1.8.14.(2); 3.1.9.5.(1) |
|
|
|
3.1.9.5.(2); 3.1.12.1.(3) |
|
|
|
3.2.3.12.(1); 3.2.3.13.(4) |
|
|
|
3.13.2.1.(8); 3.13.3.5.(1) |
|
|
|
3.13.3.6.(2); 3.13.4.2.(7) |
|
|
|
9.10.3.1.(1); 9.10.3.2.(1) |
|
|
|
9.10.5.1.(4); 9.10.9.9.(1) |
|
|
|
9.10.13.14.(1) |
MAH |
Supplementary Standard SB-3, June 18, 2008 |
Fire and Sound Resistance of Building Assemblies |
9.10.3.1.(1) |
|
|
|
9.10.5.1.(4) |
|
|
|
9.11.2.1.(1) |
|
|
|
9.11.2.1.(2) |
MAH |
Supplementary Standard SB-4, August 15, 2006 |
Measures for Fire Safety in High Buildings |
3.2.6.9.(3) |
|
|
|
3.2.6.10.(2) |
|
|
|
3.2.6.14.(1) |
MAH |
Supplementary Standard SB-5, June 18, 2008 |
Approved Sewage Treatment Units |
8.6.2.2.(5) |
MAH |
Supplementary Standard SB-6, August 15, 2006 |
Percolation Times and Soil Descriptions |
8.2.1.2.(2) |
MAH |
Supplementary Standard SB-7, August 15, 2006 |
Guards for Housing and Small Buildings |
9.8.8.2.(5) |
MAH |
Supplementary Standard SB-8, August 15, 2006 |
Design, Construction and Installation of Anchorage Systems for Fixed Access Ladders |
3.6.1.5.(1) |
MAH |
Supplementary Standard SB-9, August 15, 2006 |
Requirements for Soil Gas Control |
9.13.4.1.(1) |
|
|
|
9.13.4.2.(2) to (4) |
MAH |
Supplementary Standard SB-10, June 18, 2008 |
Energy Efficiency Supplement |
12.2.1.1.(2) |
|
|
|
12.3.4.1.(1) |
|
|
|
12.3.4.4.(3) |
|
|
|
12.3.4.6.(1) |
|
|
|
12.3.4.7.(3) |
|
|
|
12.3.4.12.(1) |
MAH |
Supplementary Standard SB-11, August 15, 2006 |
Construction of Farm Buildings |
1.3.1.2.(4) of Division A |
MAH |
Supplementary Standard |
Energy Efficiency for Housing |
12.2.1.1.(3) |
|
SB-12, November 30, 2009 |
|
12.2.1.2.(3) |
MAH |
Supplementary Standard SC-1, August 15, 2006 |
Code of Conduct for Registered Code Agencies |
3.7.4.1.(2) of Division C |
MOE |
Guidelines 1985, with Subsequent Revision |
Guidelines for the Design of Sanitary Sewage Works, Storm Sewers, Water Storage Facilities, Water Distribution Systems, Servicing in areas subject to adverse conditions, Water Supply for small residential development and seasonally operated water supply |
7.1.6.5.(1) |
NFPA |
2008 Publication |
National Fire Codes |
6.2.1.1.(1) |
NFPA |
13-2007 |
Installation of Sprinkler Systems |
3.2.4.8.(2); 3.2.4.16.(1) |
|
|
|
3.2.5.13.(1); 3.2.8.4.(7) |
|
|
|
3.3.2.12.(3); 3.15.1.1.(3) |
|
|
|
3.15.1.1.(4); 3.15.1.5.(2) |
|
|
|
3.15.1.6.(2); 3.15.2.1.(1) |
|
|
|
3.15.2.2.(1); 3.15.3.1.(1) |
NFPA |
13D-2007 |
Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes |
3.2.5.13.(3) |
NFPA |
13R-2007 |
Installation of Sprinkler Systems in Residential Occupancies up to and including Four Stories in Height |
3.2.5.13.(2) |
NFPA |
14-2007 |
Installation of Standpipe and Hose Systems |
3.2.9.2.(1) |
NFPA |
20-2007 |
Installation of Stationary Pumps for Fire Protection |
3.2.5.19.(1) |
NFPA |
24-2007 |
Installation of Fire Service Mains and Their Appurtenances |
7.2.11.1.(1) |
NFPA |
80-2007 |
Fire Doors and Other Opening Protectives |
3.1.8.5.(2) |
|
|
|
3.1.8.10.(2) |
|
|
|
3.1.8.12.(2) |
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3.1.8.12.(3) |
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3.1.8.14.(1) |
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|
3.13.3.1.(2) |
|
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|
9.10.13.1.(1) |
NFPA |
82-2004 |
Incinerators, Waste and Linen Handling Systems and Equipment |
6.2.6.1.(1) |
|
|
|
9.10.10.5.(2) |
NFPA |
96-2004 |
Ventilation Control and Fire Protection of Commercial Cooking Operations |
6.2.2.6.(1) |
NFPA |
130-2007 |
Fixed Guideway Transit and Passenger Rail Systems |
3.12.7.1.(1) |
NFPA |
211-2006 |
Chimneys, Fireplaces, Vents and Solid Fuel-Burning Appliances |
6.3.1.2.(2) |
|
|
|
6.3.1.3.(1) |
NFPA |
214-2005 |
Water-Cooling Towers |
6.2.3.14.(3) |
NFPA |
701-2004 |
Fire Tests for Flame Propagation of Textiles and Films |
3.14.1.6.(1) |
|
|
|
3.14.2.5.(1) |
NLGA |
2007 |
Standard Grading Rules for Canadian Lumber |
1.4.1.2.(1) of Division A |
|
|
|
9.3.2.1.(1) |
|
|
|
Table 9.3.2.1. |
|
|
|
Tables A-1 to A-10 |
NRCan |
January 2005 |
Energuide for New Houses: Administrative and Technical Procedures |
12.2.1.1.(3) |
|
|
|
12.2.1.2.(3) |
NSF/ANSI |
46-2007 |
Evaluation of Components and Devices Used in Wastewater Treatment Systems |
8.6.2.1.(2) |
SMACNA |
ANSI/SMACNA 006-2006, 3rd Edition 2005 |
HVAC Duct Construction Standards - Metal and Flexible |
6.2.1.1.(1) |
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|
|
6.2.4.2.(3) |
|
|
|
12.3.4.5.(1) |
|
|
|
12.3.4.5.(2) |
TC |
|
Canadian Aviation Regulations - Part III |
4.1.5.14. |
TPIC |
2007 |
Truss Design Procedures and Specifications for Light Metal Plate Connected Wood Trusses |
9.23.13.11.(6) |
UL |
UL 300-2005 |
Fire Extinguishing Systems for Protection of Restaurant Cooking Areas |
6.2.2.6.(2) |
UL |
UL 2034-2008 |
Single and Multiple Station Carbon Monoxide Alarms |
6.2.3.12.(1) |
|
|
|
9.33.4.3.(1) |
ULC |
CAN/ULC-S101-04 |
Fire Endurance Tests of Building Construction and Materials |
3.1.5.12.(3) |
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|
|
3.1.5.12.(4) |
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|
3.1.5.12.(6) |
|
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|
3.1.7.1.(1) |
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|
|
3.1.11.7.(1) |
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|
3.2.3.8.(1) |
|
|
|
3.2.6.9.(6) |
ULC |
CAN/ULC-S102-03 |
Test for Surface Burning Characteristics of Building Materials and Assemblies |
3.1.5.25.(1) |
|
|
|
3.1.12.1.(1) |
ULC |
CAN/ULC-S102.2-03 |
Test for Surface Burning Characteristics of Flooring, Floor Coverings, and Miscellaneous Materials and Assemblies |
3.1.12.1.(2) |
|
|
|
3.1.13.4.(1) |
ULC |
S102.3-M82 |
Fire Test of Light Diffusers and Lenses |
3.1.13.4.(1) |
ULC |
CAN4-S104-M80 |
Fire Tests of Door Assemblies |
3.1.8.4.(1) |
|
|
|
3.2.6.9.(3) |
ULC |
CAN4-S105-M85 |
Fire Door Frames Meeting the Performance Required by CAN4-S104 |
9.10.13.6.(1) |
ULC |
CAN4-S106-M80 |
Fire Tests of Window and Glass Block Assemblies |
3.1.8.4.(1) |
ULC |
CAN/ULC-S107-03 |
Fire Tests of Roof Coverings |
3.1.15.1.(1) |
ULC |
CAN/ULC-S109-03 |
Flame Tests of Flame-Resistant Fabrics and Films |
3.1.16.1.(1) |
|
|
|
3.14.1.6.(1) |
|
|
|
3.14.2.5.(1) |
|
|
|
6.2.3.17.(1) |
|
|
|
6.2.3.18.(1) |
|
|
|
6.2.4.9.(1) |
ULC |
CAN/ULC-S110-M86 |
Tests for Air Ducts |
6.2.3.2.(2) |
|
|
|
6.2.3.2.(4) |
ULC |
ULC-S111-95 |
Fire Tests for Air Filter Units |
6.2.3.13.(1) |
|
|
|
6.2.4.14.(1) |
ULC |
CAN/ULC-S112-M90 |
Fire Test of Fire-Damper Assemblies |
3.1.8.4.(1) |
ULC |
CAN/ULC-S112.1-M90 |
Leakage Rated Dampers for Use in Smoke Control Systems |
6.2.3.9.(3) |
ULC |
CAN/ULC-S112.2-07 |
Fire Test of Ceiling Firestop Flap Assemblies |
3.1.9.5.(2) |
|
|
|
3.6.4.3.(2) |
ULC |
CAN/ULC-S113-07 |
Wood Core Doors Meeting the Performance Required by CAN/ULC-S104 for Twenty Minute Fire Rated Closure Assemblies |
9.10.13.2.(1) |
ULC |
CAN/ULC-S114-05 |
Test for Determination of Non-Combustibility in Building Materials |
1.4.1.2.(1) of Division A |
ULC |
CAN/ULC-S115-05 |
Fire Tests of Firestop Systems |
3.1.5.16.(3) |
|
|
|
3.1.9.1.(1) |
|
|
|
3.1.9.1.(2) |
|
|
|
3.1.9.4.(4) |
|
|
|
9.10.9.7.(3) |
ULC |
CAN/ULC-S124-06 |
Test for the Evaluation of Protective Coverings for Foamed Plastic |
3.1.5.12.(2) |
ULC |
CAN/ULC-S126-06 |
Test for Fire Spread Under Roof-Deck Assemblies |
3.1.14.1.(1) |
|
|
|
3.1.14.2.(1) |
ULC |
CAN/ULC-S134-92 |
Fire Test of Exterior Wall Assemblies |
3.1.5.5.(1) |
ULC |
CAN/ULC-S135-04 |
Test Method for the Determination of Combustibility Parameters of Building Materials Using an Oxygen Consumption Calorimeter (Cone Calorimeter) |
3.1.5.1.(2) |
ULC |
CAN/ULC-S138-06 |
Fire Test for Fire Growth of Insulated Building Panels in a Full-Scale Room Configuration |
3.1.5.12.(7) |
ULC |
ULC-S139-00 |
Fire Test for Evaluation of Integrity of Electrical Cables |
3.2.7.10.(2) |
ULC |
S505-1974 |
Fusible Links for Fire Protection Service |
3.1.8.9.(1) |
ULC |
S513-1978 |
Threaded Couplings for 38 mm and 65 mm Fire Hose |
3.2.9.2.(7) |
ULC |
CAN/ULC-S524-06 |
Installation of Fire Alarm Systems |
3.2.4.5.(1) |
ULC |
CAN/ULC-S531-02 |
Smoke Alarms |
3.2.4.21.(1) |
|
|
|
9.10.19.1.(1) |
ULC |
CAN/ULC-S537-04 |
Verification of Fire Alarm Systems |
3.2.4.5.(2) |
ULC |
CAN/ULC-S543-09 |
Internal Lug Quick Connect Couplings for Fire Hose |
3.2.9.2.(7) |
ULC |
CAN/ULC-S553-02 |
Installation of Smoke Alarms |
3.2.4.21.(7) |
ULC |
CAN/ULC-S561-03 |
Installation and Services for Fire Signal Receiving Centres and Systems |
3.2.4.7.(4) |
ULC |
CAN/ULC-S610-M87 |
Factory-Built Fireplaces |
9.22.8.1.(1) |
ULC |
ULC-S628-93 |
Fireplace Inserts |
9.22.10.1.(1) |
ULC |
CAN/ULC-S629-M87 |
650ºC Factory-Built Chimneys |
9.21.1.2.(1) |
ULC |
CAN/ULC-S639-M87 |
Steel Liner Assemblies for Solid Fuel-Burning Masonry Fireplaces |
9.22.2.3.(1) |
ULC |
CAN/ULC-S701-05 |
Thermal Insulation, Polystyrene, Boards and Pipe Covering |
Table 5.10.1.1. |
|
|
|
9.15.4.1.(1) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.25.2.2.(1) |
|
|
|
9.25.2.2.(4) |
ULC |
CAN/ULC-S702-97 |
Mineral Fibre Thermal Insulation for Buildings |
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.25.2.2.(1) |
ULC |
CAN/ULC-S703-01 |
Cellulose Fibre Insulation (CFI) for Buildings |
Table 5.10.1.1. |
|
|
|
9.25.2.2.(1) |
ULC |
CAN/ULC-S704-03 |
Thermal Insulation, Polyurethane and Polyisocyanurate Boards, Faced |
Table 5.10.1.1. |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.25.2.2.(1) |
ULC |
CAN/ULC-S705.1-01 |
Thermal Insulation - Spray Applied Rigid Polyurethane Foam, Medium Density - Material Specification |
Table 5.10.1.1. |
|
|
|
9.25.2.2.(1) |
ULC |
CAN/ULC-S705.2-98 |
Thermal Insulation - Spray Applied Rigid Polyurethane Foam, Medium Density, Installers’s Responsibilities - Specification |
Table 5.10.1.1. |
|
|
|
9.25.2.2.(1) |
|
|
|
9.25.2.5.(1) |
ULC |
CAN/ULC-S706-02 |
Wood Fibre Thermal Insulation for Buildings |
Table 5.10.1.1. |
|
|
|
9.23.15.7.(3) |
|
|
|
Table 9.23.16.2.A. |
|
|
|
9.25.2.2.(1) |
|
|
|
9.29.8.1.(1) |
ULC |
ULC/ORD-C263.1-99 |
Sprinkler-Protected Window Systems |
3.1.8.18.(1) |
ULC |
ULC/ORD-C199P-02 |
Combustible Piping for Sprinkler Systems |
3.2.5.14.(2) |
|
|
|
3.2.5.14.(5) |
ULC |
ULC/ORD-C1254.6-1995 |
Fire Testing of Restaurant Cooking Area Fire Extinguishing System Units |
6.2.2.6.(2) |
ULC |
ULC/ORD-C2024-02 |
Fire Tests For Optical Fibre Cable Raceway |
3.1.5.20.(1) |
|
|
|
3.6.4.3.(1) |
13. Clause 3.1.5.5.(1)(b) of Division B of the Regulation is amended by striking out “Sentence 3.1.5.11.(3)” and substituting “Sentence 3.1.5.12.(3)”.
14. (1) Clause 3.1.5.12.(4)(a) of Division B of the Regulation is amended by adding “or” at the end of Subclause (i) and by revoking Subclauses (ii) to (vii) and substituting the following:
(ii) Reserved
(iii) Reserved
(iv) Reserved
(v) Reserved
(vi) Reserved
(vii) Reserved
(viii) ASTM C1396 / C1396M, “Gypsum Board”,
(2) Clause 3.1.5.12.(7)(e) of Division B of the Regulation is amended by striking out “ULC/ORD-C376, “Fire Growth of Foamed Plastic Insulated Building Panels in a Full-Scale Room Configuration”” and substituting “CAN/ULC-S138, “Test for Fire Growth of Insulated Building Panels in a Full-Scale Room Configuration””.
15. Sentence 3.1.5.20.(1) of Division B of the Regulation is amended by adding “or Clause 6.16 of CSA C22.2 No 211.0, “General Requirements and Methods of Testing for Nonmetallic Conduit”” before “(FT4 rating)”.
16. Sentence 3.1.7.1.(1) of Division B of the Regulation is amended by striking out “CAN/ULC-S101-M” and substituting “CAN/ULC-S101”.
17. Clause 3.1.8.5.(2)(a) of Division B of the Regulation is amended by striking out “NFPA 80, “Standard for Fire Doors and Fire Windows”” and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
18. Sentence 3.1.8.10.(2) of Division B of the Regulation is amended by striking out “NFPA 80, “Fire Doors and Fire Windows”” and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
19. (1) Clause 3.1.8.12.(2)(d) of Division B of the Regulation is amended by striking out “Appendix B of NFPA 80, “Fire Doors and Fire Windows”” at the end and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
(2) Sentence 3.1.8.12.(3) of Division B of the Regulation is amended by striking out “Appendix B of NFPA 80, “Fire Doors and Fire Windows”” in the portion before Clause (a) and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
(3) Sentence 3.1.8.12.(4) of Division B of the Regulation is amended by striking out “Except as required by Sentence (5), (6) and (7)” at the beginning in the portion before Clause (a) and substituting “Except as required by Sentences (5), (6) and (7)”.
20. Sentence 3.1.8.14.(1) of Division B of the Regulation is amended by striking out “NFPA 80, “Fire Doors and Fire Windows”” at the end and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
21. The heading to Article 3.1.13.3. of Division B of the Regulation is revoked and the following substituted:
3.1.13.3. Plumbing Fixtures and Bathrooms Finishes
22. Sentence 3.1.13.5.(1) of Division B of the Regulation is amended by striking out “building” and substituting “storey”.
23. Sentence 3.1.13.7.(2) of Division B of the Regulation is amended by striking out “Sentence 3.2.6.4.(1)” at the end and substituting “Sentences 3.2.4.9.(2) and 3.2.4.16.(1)”.
24. Clause 3.1.14.2.(1)(b) of Division B of the Regulation is amended by striking out “3.2.2.69.(2), and” and substituting “3.2.2.70.(2) and”.
25. Clause 3.2.2.42.(2)(c) of Division B of the Regulation is amended by striking out “not less 1 h” and substituting “not less than 1 h”.
26. The heading to Table 3.2.2.44. of Division B of the Regulation, as made by section 5 of Ontario Regulation 205/08, is amended by striking out “Forming Part of Sentence 3.2.2.43.(1)” and substituting “Forming Part of Sentence 3.2.2.44.(1)”.
27. Clause 3.2.2.72.(2)(b) of Division B of the Regulation is amended by striking out “fire-resistance rating” in the portion before Subclause (i) and substituting “fire-resistance rating”.
28. Sentence 3.2.3.16.(1) of Division B of the Regulation is amended by striking out “Sentences (2) and (3)” in the portion before Clause (a) and substituting “Sentences (2) to (4)”.
29. Sentence 3.2.5.17.(1) of Division B of the Regulation is amended by striking out “Part 6” and substituting “Part 6 of Division B”.
30. Clause 3.2.7.3.(2)(b) of Division B of the Regulation is revoked and the following substituted:
(b) on a shelf and rack storage system, in locations described in Sentence 3.16.1.5.(2).
31. Clause 3.2.7.9.(1)(d) of Division B of the Regulation is amended by striking out “Article 3.2.6.10.” at the end and substituting “Article 3.2.6.6.”
32. (1) Sentence 3.2.7.10.(1) of Division B of the Regulation is amended by striking out “Articles 3.2.6.2. to 3.2.6.8., and” and substituting “Articles 3.2.6.2. to 3.2.6.13. and 3.2.7.3. and”.
(2) Sentence 3.2.7.10.(1) of Division B of the Regulation is amended by striking out “Articles 3.2.6.2. to 3.2.6.13.” and substituting “Articles 3.2.6.2. to 3.2.6.8.”.
33. (1) Clause 3.2.8.2.(1)(c) of Division B of the Regulation is amended by striking out “Sentence 3.2.1.1.(3) or (5)” at the end and substituting “Sentence 3.2.1.1.(3) or (8)”.
(2) Clause 3.2.8.2.(1)(e) of Division B of the Regulation is amended by striking out “Sentence 3.2.1.1.(8)” at the end and substituting “Sentence 3.2.1.1.(7)”.
(3) Sentence 3.2.8.2.(5) of Division B of the Regulation is amended by striking out “Articles 3.2.8.3. to 3.2.3.11.” in the portion before Clause (a) and substituting “Articles 3.2.8.3. to 3.2.8.11.”.
34. Subclause 3.2.8.8.(1)(b)(ii) of Division B of the Regulation is amended by striking out “Sentences (5), (6) and (7) of Article 3.2.8.9.” and substituting “Sentences 3.2.8.9.(3), (4), (6) and (7)”.
35. (1) Sentence 3.3.1.4.(3) of Division B of the Regulation is amended by striking out “care occupancy or detention occupancy or a residential occupancy” at the end and substituting “care or detention occupancy or residential occupancy”.
(2) Clause 3.3.1.4.(4)(a) of Division B of the Regulation is amended by striking out “Sentences 3.3.3.5.(10) and 3.3.4.2.(1)” and substituting “Sentences 3.3.3.5.(9) and 3.3.4.2.(1)”.
36. (1) Subclause 3.3.1.7.(1)(a)(i) of Division B of the Regulation is amended by striking out “Sentences 3.2.6.9.(4) to (6)” at the end and substituting “Sentences 3.2.6.5.(4) to (6)”.
(2) Subclause 3.3.1.7.(1)(a)(ii) of Division B of the Regulation is amended by striking out “Clause 3.2.6.9.(3)(b) or (c)” and substituting “Clause 3.2.6.5.(3)(b) or (c)”.
37. Sentence 3.3.2.5.(1) of Division B of the Regulation is amended by striking out “building” and substituting “floor area”.
38. Sentence 3.3.3.2.(5) of Division B of the Regulation is amended by striking out “need to be provided” and substituting “need not be provided”.
39. Sentence 3.3.3.5.(9) of Division B of the Regulation is amended by striking out “Sentences (10) and (12)” and substituting “Sentences (10) and (11)”.
40. Clause 3.3.4.4.(9)(a) of Division B of the Regulation, as made by subsection 9 (4) of Ontario Regulation 205/08, is amended by striking out “of adjacent ground level” and substituting “above adjacent ground level”.
41. Sentence 3.4.2.2.(2) of Division B of the Regulation is amended by striking out “Article 3.2.8.1.” and substituting “Article 3.2.8.2.”.
42. Sentence 3.4.4.4.(1) of Division B of the Regulation is amended by striking out “and” at the end of Clause (d), by adding “and” at the end of Clause (e) and by adding the following Clause:
(f) a sprinkler protected glazed wall assembly conforming to Article 3.1.8.18.
43. Sentence 3.4.5.1.(1) of Division B of the Regulation is amended by striking out “Except as required by Sentences (7) and (9)” and substituting “Except as provided in Sentences (7) and (9)”.
44. Sentence 3.4.6.4.(1) of Division B of the Regulation is amended by striking out “A ramp or stairway” at the beginning and substituting “A stairway”.
45. Clause 3.4.6.15.(4)(d) of Division B of the Regulation is amended by striking out “Sentence 3.2.6.12.(1)” at the end and substituting “Sentence 3.2.6.7.(1)”.
46. Sentence 3.5.1.1.(2) of Division B of the Regulation is amended by striking out “Articles 3.2.6.8. and 3.2.6.9.” at the end and substituting “Articles 3.2.6.4. and 3.2.6.5.”.
47. Sentence 3.5.2.2.(1) of Division B of the Regulation is amended by striking out “CSA B44, “Safety Code for Elevators”” at the end and substituting “ASME A17.1 / CSA B44, “Safety Code for Elevators and Escalators””.
48. Sentence 3.5.3.1.(2) of Division B of the Regulation is amended by striking out “Article 3.2.6.9.” and substituting “Article 3.2.6.5.”.
49. Sentence 3.7.5.1.(1) of Division B of the Regulation is amended by striking out ““Essential Electrical Systems in Health Care Facilities”” at the end and substituting ““Electrical Safety and Essential Electrical Systems in Health Care Facilities””.
50. Sentence 3.7.5.2.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-Z305.1, “Nonflammable Medical Gas Piping Systems”” at the end and substituting “CAN/CSA-Z7396.1, “Medical Gas Piping Systems - Part 1: Pipelines for Medical Gases and Vacuum””.
51. The heading to Table 3.8.2.1. of Division B of the Regulation is amended by striking out “Forming Part of Sentence 3.8.2.1.(4)” and substituting “ Forming Part of Sentence 3.8.2.1.(3)”.
52. Sentence 3.8.3.3.(6) of Division B of the Regulation is amended by striking out “Sentence (4) and (5)” and substituting “Sentences (4) and (5)”.
53. Subclause 3.8.3.4.(1)(e)(v) of Division B of the Regulation is amended by striking out “40 mm” and substituting “50 mm”.
54. Sentence 3.8.3.11.(1) of Division B of the Regulation is amended by striking out “and” at the end of Clause (e) and by adding “and” at the end of Subclause (f)(iii).
55. Sentence 3.10.3.4.(1) of Division B of the Regulation is amended by striking out “Sentences (2) to (4)” and substituting “Sentences (2) and (3)”.
56. Sentence 3.11.3.1.(1) of Division B of the Regulation is amended by striking out “Sentences (2) to (25)” at the end and substituting “Sentences (2) to (26)”.
57. Sentence 3.13.3.1.(2) of Division B of the Regulation is amended by striking out “Table 2-8A of NFPA 80, “Fire Doors and Windows”” at the end and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
58. Note (1) to Table 4.1.5.12. of Division B of the Regulation is revoked and the following substituted:
(1) See ASME A17.1 / CSA B44, “Safety Code for Elevators and Escalators.”
59. Note (1) to Table 4.1.8.6. of Division B of the Regulation is amended by striking out “One-storey” at the beginning and substituting “One-storey”.
60. (1) The heading to Article 4.1.8.11. of Division B of the Regulation is amended by striking out “Article 4.1.8.6.” at the end and substituting “Article 4.1.8.7.”.
(2) Sentence 4.1.8.11.(7) of Division B of the Regulation is amended by striking out,
and substituting,
61. (1) Table 4.1.8.17. of Division B of the Regulation is amended by striking out,
4 |
Floors and roofs acting as diaphragms(2) |
- |
- |
2.50 |
and substituting,
4 |
Floors and roofs acting as diaphragms(2) |
- |
- |
- |
(2) Table 4.1.8.17. of Division B of the Regulation is amended by striking out,
14 |
Flat bottom tanks (including contents) attached directly to a floor at or below grade within a building containing toxic or explosive materials, materials having a having a flash point below 38°C or fire fighting fluids |
1.00 |
1.00 |
3.00 |
and substituting,
14 |
Flat bottom tanks (including contents) attached directly to a floor at or below grade within a building containing toxic or explosive materials, materials having a flash point below 38°C or fire fighting fluids |
1.00 |
1.00 |
2.50 |
62. Clauses 4.2.3.8.(1)(c) and (d) of Division B of the Regulation are revoked and the following substituted:
(c) ASTM A1008 / A1008M , “Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable”,
(d) ASTM A1011 / A1011M, “Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength”, or
63. The heading to Article 4.2.4.9. of Division B of the Regulation is amended by striking out “Groundwater Level Charge” and substituting “Groundwater Level Change”.
64. Sentence 4.3.1.2.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-O177-M” and substituting “CSA O177-M”.
65. Sentence 4.3.5.1.(1) of Division B of the Regulation is amended by striking out “CAN3-S157, “Strength Design in Aluminum”” and substituting “CAN/CSA-S157 / S157.1, “Strength Design in Aluminum/Commentary on CSA S157-05, Strength Design in Aluminum””.
66. Sentence 4.4.2.1.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-S413” and substituting “CSA S413”.
67. Sentence 4.4.4.1.(1) of Division B of the Regulation is amended by striking out “Article 1.3.2.2.” and substituting “Article 1.1.2.2.”.
68. Article 4.4.5.1. of Division B of the Regulation is revoked and the following substituted:
4.4.5.1. Liquid Manure Storage Tanks
(1) Reserved
(2) Liquid manure storage tanks shall be constructed of steel, reinforced concrete or prestressed concrete.
(3) Liquid manure storage tank walls, bases and appurtenances, including piping for the conveyance of liquid manure and associated connections and joints, shall be designed and constructed to prevent leakage of contents.
(4) Concrete for liquid manure storage tanks shall,
(a) be made from HS or HSb cement,
(b) have a 28-day strength of at least 32 MPa, and
(c) have a water/cement materials ratio of not more than 0.45.
(5) Liquid manure storage tanks shall be placed on undisturbed soil free of any organic, deleterious and extraneous materials and capable of supporting the superimposed design loads from the tanks.
(6) Where granular fills are used between the bases of liquid manure storage tanks and the undisturbed soil, the granular fills shall be compacted to a Standard Proctor density of not less than 95 per cent.
69. Sentence 5.1.5.1.(1) of Division B of the Regulation is revoked and the following substituted:
(1) Structural and fire safety requirements shall comply with other Parts of the Code.
70. Subclause 5.8.2.3.(2)(b)(ii) of Division B of the Regulation is amended by striking out “CAN/CGSB 37.22-M” at the beginning and substituting “CAN/CGSB-37.22-M”.
71. Clause 5.9.1.1.(1)(b) of Division B of the Regulation is revoked and the following substituted:
(b) ASTM E336, “Measurement of Airborne Sound Attenuation Between Rooms in Buildings”.
72. Sentence 5.9.1.2.(2) of Division B of the Regulation is amended by striking out “should” and substituting “sound”.
73. (1) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C36 / C36M |
Gypsum Wallboard |
ASTM |
C37 / C37M |
Gypsum Lath |
ASTM |
C79 / C79M |
Treated Core and Nontreated Core Gypsum Sheathing Board |
(2) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C442 / C442M |
Gypsum Backing Board, and Gypsum Coreboard, and Gypsum Shaftliner Board |
(3) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C588 / C588M |
Gypsum Base for Veneer Plasters |
ASTM |
C630 / C630M |
Water-Resistant Gypsum Backing Board |
(4) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C931 / C931M |
Exterior Gypsum Soffit Board |
ASTM |
C960 / C960M |
Predocorated Gypsum Board |
(5) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C1178 / C1178M |
Glass Mat Water-Resistant Gypsum Board Backing Panel |
and substituting,
ASTM |
C1178 / C1178M |
Coated Glass Mat Water-Resistant Gypsum Board Backing Panel |
(6) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
ASTM |
C1395 / C1395M |
Gypsum Ceiling Board |
(7) Table 5.10.1.1. of Division B of the Regulation is amended by adding the following:
ASTM |
E2190 |
Insulating Glass Unit Performance and Evaluation |
(8) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
BNQ |
NQ3624-115 |
Polyethylene (PE) Pipe and Fittings - Flexible Corrugated Pipes for Drainage - Characteristics and Test Methods |
and substituting,
BNQ |
BNQ3624-115 |
Polyethylene (PE) Pipe and Fittings - Flexible Pipes for Drainage - Characteristics and Test Methods |
(9) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
CSA |
CAN/CSA-A123.1-M |
Asphalt Shingles Made from Organic Felt and Surfaced with Mineral Granules |
CSA |
A123.2 |
Asphalt Coated Roofing Sheets |
CSA |
CAN/CSA-A123.3 |
Asphalt Saturated Organic Roofing Felt |
and substituting,
CSA |
A123.1/123.5 |
Asphalt Shingles Made from Organic Felt and Surfaced with Mineral Granules / Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules |
CSA |
CAN/CSA-A123.2 |
Asphalt Coated Roofing Sheets |
CSA |
A123.3 |
Asphalt Saturated Organic Roofing Felt |
(10) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
CSA |
CAN/CSA-A123.5 |
Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules |
CSA |
A123.17 |
Asphalt-Saturated Felted Glass-Fibre Mat for Use in Construction of Built-Up Roofs |
and substituting,
CSA |
A123.17 |
Asphalt Glass Felt Used in Roofing and Waterproofing |
(11) Table 5.10.1.1. of Division B of the Regulation is amended by striking out,
CSA |
CAN/CSA-A220.0-M |
Performance of Concrete Roof Tiles |
CSA |
CAN/CSA-A220.1-M |
Installation of Concrete Roof Tiles |
and substituting,
CSA |
CAN/CSA-A220.0 |
Performance of Concrete Roof Tiles |
CSA |
CAN/CSA-A220.1 |
Installation of Concrete Roof Tiles |
74. Sentence 6.2.2.1.(2) of Division B of the Regulation is amended by striking out “ANSI/ASHRAE 62” and substituting “ANSI/ASHRAE 62.1”.
75. Sentence 6.2.3.4.(7) of Division B of the Regulation is amended by striking out “closures” at the end and substituting “closures”.
76. Sentence 6.2.3.8.(15) of Division B of the Regulation is amended by striking out “ANSI/ASHRAE 62” and substituting “ANSI/ASHRAE 62.1”.
77. The heading to Table 6.2.9.3. of Division B of the Regulation is amended by striking out “Forming Part of Sentence 6.2.9.3.(1)” and substituting “Forming Part of Sentences 6.2.7.1.(1), 6.2.8.1.(2) and 6.2.9.3.(1)”.
78. Article 7.1.5.4. of Division B of the Regulation is revoked and the following substituted:
7.1.5.4. Separate Services
(1) Except as provided in Sentences (2) and (3), piping in any building shall be connected to the public services separately from piping of any other building.
(2) An ancillary building on the same property as the main building may be served by the same service.
(3) Water service pipes or building sewers serving buildings located on the same property may connect into a private water supply or a private sewer conforming to Article 7.1.5.5.
(4) No plumbing serving a dwelling unit shall be installed in or under another unit of the building unless the piping is located in a tunnel, pipe corridor, common basement or parking garage, so that the piping is accessible for servicing and maintenance throughout its length without encroachment on any private living space, but this Sentence does not prevent plumbing serving a unit located above another unit from being installed in or under the lower unit.
79. Sentence 7.2.3.3.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-B125, “Plumbing Fittings”” and substituting “ASME A112.18.2 / CAN/CSA-B125.2, “Plumbing Waste Fittings””.
80. Sentence 7.2.5.5.(1) of Division B of the Regulation is amended by striking out ““Polyethylene Pipe, Tubing and Fittings for Cold Water Pressure Services”” at the end and substituting ““Polyethylene (PE) Pipe, Tubing and Fittings for Cold Water Pressure Services””.
81. Sentence 7.2.5.7.(1) of Division B of the Regulation is amended by striking out ““Cross-linked Polyethylene (PEX) Tubing Systems for Pressure Applications”” at the end and substituting ““Crosslinked Polyethylene (PEX) Tubing Systems for Pressure Applications””.
82. Sentence 7.2.5.8.(1) of Division B of the Regulation is revoked and the following substituted:
(1) PVC water pipe, fittings and solvent cement shall be certified to CAN/CSA-B137.3, “Rigid Polyvinylchloride (PVC) Pipe for Pressure Applications” or CAN/CSA-B137.2, “Polyvinylchloride (PVC) Injection-Moulded Gasketed Fittings for Pressure Applications”, and have a minimum pressure rating of 1 100 kPa.
83. Article 7.2.5.9. of Division B of the Regulation is revoked and the following substituted:
7.2.5.9. CPVC Pipe, Fittings and Solvent Cements
(1) CPVC hot and cold water pipe, fittings and solvent cements shall be certified to CAN/CSA-B137.6, “Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing and Fittings for Hot and Cold Water Distribution Systems”.
(2) The design temperature and design pressure of a CPVC piping system shall conform to CAN/CSA-B137.6, “Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing and Fittings for Hot and Cold Water Distribution Systems”.
84. Clauses 7.2.5.10.(1)(b) to (j) of Division B of the Regulation are revoked and the following substituted:
(b) CAN/CSA-B181.1, “Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings”,
(c) CAN/CSA-B181.2, “Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings”,
(d) CAN/CSA-B182.1, “Plastic Drain and Sewer Pipe and Pipe Fittings”,
(e) CAN/CSA-B182.2, “PSM Type Polyvinylchloride (PVC) Sewer Pipe and Fittings”,
(f) CAN/CSA-B182.4, “Profile Polyvinylchloride (PVC) Sewer Pipe and Fittings”,
(g) CAN/CSA-B182.6, “Profile Polyethylene (PE) Sewer Pipe and Fittings for Leak-Proof Sewer Applications”,
(h) CAN/CSA-B182.7, “PSM Type Multilayer Polyvinylchloride (PVC) Sewer Pipe Having Reprocessed-Recycled Content”,
(i) CAN/CSA-B137.2, “Polyvinylchloride (PVC) Injection-Moulded Gasketed Fittings for Pressure Applications”, or
(j) CAN/CSA-B137.3, “Rigid Polyvinylchloride (PVC) Pipe for Pressure Applications”.
85. Clauses 7.2.5.11.(1)(a) and (b) of Division B of the Regulation are revoked and the following substituted:
(a) CAN/CSA-B181.1, “Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings”, or
(b) CAN/CSA-B181.2, “Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings”.
86. (1) Clauses 7.2.5.12.(1)(b) and (c) of Division B of the Regulation are revoked and the following substituted:
(b) CAN/CSA-B181.1, “Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings”, or
(c) CAN/CSA-B181.2, “Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings”.
(2) Clauses 7.2.5.12.(2)(b) and (c) of Division B of the Regulation are revoked and the following substituted:
(b) CAN/CSA-B181.1, “Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings”,
(c) CAN/CSA-B181.2, “Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings”,
(3) Clause 7.2.5.12.(2)(e) of Division B of the Regulation is revoked and the following substituted:
(e) CAN/CSA-B182.2, “PSM Type Polyvinylchloride (PVC) Sewer Pipe and Fittings”.
87. (1) Sentence 7.2.5.13.(1) of Division B of the Regulation is amended by striking out ““Polyethylene/Aluminum/ Polyethylene Composite Pressure Pipe Systems”” at the end and substituting ““Polyethylene/Aluminum/Polyethylene (PE-AL-PE) Composite Pressure-Pipe Systems””.
(2) Sentence 7.2.5.13.(2) of Division B of the Regulation is revoked and the following substituted:
(2) Except as provided in Sentences (3) and (4), PE/AL/PE pipe and fittings shall not be used in a hot water system.
(3) PE/AL/PE pipe with a pressure rating of 690 kPa or greater at 82ºC shall be permitted in a hot water system.
(4) PE/AL/PE pipe with a pressure rating of 690 kPa or greater at 82ºC shall be used with fittings that conform to CAN/CSA-B137.10, “Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene (PEX-AL-PEX) Composite Pressure-Pipe Systems”, in a hot water system.
88. Sentence 7.2.5.14.(1) of Division B of the Regulation is amended by striking out ““Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene Composite Pressure Pipe Systems”” at the end and substituting ““Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene (PEX-AL-PEX) Composite Pressure-Pipe Systems””.
89. Sentence 7.2.6.4.(3) of Division B of the Regulation is revoked and the following substituted:
(3) Cast iron fittings for cast iron or ductile-iron water pipes shall conform to ANSI/AWWA C110/A21.10, “Ductile-Iron and Gray-Iron Fittings for Water”.
90. Sentence 7.2.6.5.(1) of Division B of the Regulation is amended by striking out ““Gray Iron Threaded Fittings”” at the end and substituting ““Gray Iron Threaded Fittings, Classes 125 and 250””.
91. Sentence 7.2.6.6.(1) of Division B of the Regulation is amended by striking out ““Malleable Iron Threaded Fittings”” at the end and substituting ““Malleable Iron Threaded Fittings, Classes 150 and 300””.
92. Table 7.2.7.4. of Division B of the Regulation is amended by striking out “Type of Copper Tube or Pipe” in the heading under Column 1 and substituting “Type of Copper Tube or Pipe”.
93. Clause 7.2.8.1.(1)(c) of Division B of the Regulation is revoked and the following substituted:
(c) CAN/CSA-B181.3, “Polyolefin and Polyvinylidene (PVDF) Laboratory Drainage Systems”.
94. (1) The heading to Article 7.2.10.1. of Division B of the Regulation is revoked and the following substituted:
7.2.10.1. Floor Flanges
(2) Sentence 7.2.10.1.(2) of Division B of the Regulation is amended by striking out ““ABS Drain, Waste, and Vent Pipe and Pipe Fittings”” at the end and substituting ““Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings””.
(3) Sentence 7.2.10.1.(3) of Division B of the Regulation is amended by striking out ““PVC Drain, Waste, and Vent Pipe and Pipe Fittings”” at the end and substituting ““Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings””.
95. Article 7.2.10.6. of Division B of the Regulation is revoked and the following substituted:
7.2.10.6. Supply and Waste Fittings
(1) Supply fittings shall conform to ASME A112.18.1 / CAN/CSA-B125.1, “Plumbing Supply Fittings” or CAN/CSA-B125.3, “Plumbing Fittings”.
(2) Waste fittings shall conform to ASME A112.18.2 / CAN/CSA-B125.2, “Plumbing Waste Fittings”.
96. Sentence 7.2.10.10.(2) of Division B of the Regulation is revoked and the following substituted:
(2) Back-siphonage preventers (anti-siphon fill valves) for tank type water closets shall be certified to CAN/CSA-B125.3, “Plumbing Fittings”.
97. Sentence 7.2.10.13.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-F379.1, “Solar Domestic Hot Water Systems (Liquid to Liquid Heat Transfer)”” at the end and substituting “CSA F379.1, “Packaged Solar Domestic Hot Water Systems (Liquid-to-Liquid Heat Transfer) for All-Season Use””.
98. Table 7.2.11.2. of Division B of the Regulation is revoked and the following substituted:
Table 7.2.11.2.
Water Service Pipe and Fire Service Main Materials
Forming Part of Sentence 7.2.11.2.(1)
Column 1 |
Column 2 |
Column 3 |
Material |
Standard |
Limitations |
Polyethylene pipe and fittings |
Certified to Series 160 of CAN/CSA-B137.1, “Polyethylene (PE) Pipe, Tubing and Fittings for Cold Water Pressure Services” |
|
Crosslinked polyethylene pressure pipe or tube and fittings |
Certified to CAN/CSA-B137.5, “Crosslinked Polyethylene (PEX) Tubing Systems for Pressure Applications” |
|
PVC pipe and fittings |
Certified to CAN/CSA-B137.3, “Rigid Polyvinylchloride (PVC) Pipe for Pressure Applications”, or certified to CAN/CSA-B137.2, “Polyvinylchloride (PVC) Injection-Moulded Gasketed Fittings for Pressure Applications” |
Pipe and fittings must have a rated working pressure of 1 100 kPa or more |
CPVC pipe and fittings |
Certified to CAN/CSA-B137.6, “Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing and Fittings for Hot and Cold Water Distribution Systems” |
The design temperature and pressure shall conform to the requirements of the CAN/CSA-B137.6, “Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing and Fittings for Hot and Cold Water Distribution Systems” |
Cast iron water pipe |
Conform to ANSI/AWWA C151/A21.51, “Ductile-Iron Pipe, Centrifugally Cast for Water” |
Pipe shall have a cement mortar lining conforming to ANSI/AWWA C104/A21.4, “Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water” |
Iron fittings for cast iron or ductile-iron water pipes |
Conform to ANSI/AWWA C110/A21.10, “Ductile-Iron and Gray-Iron Fittings for Water” |
Pipe shall have a cement mortar lining conforming to ANSI/AWWA C104/A21.4, “Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water” |
Rubber gasket joints for cast iron and ductile-iron water pipes |
Conform to ANSI/AWWA C111/A21.11, “Rubber Gasket Joints for Ductile-Iron Pressure Pipe and Fittings” |
|
Screwed cast iron water fittings |
Conform to ANSI/ASME B16.4, “Gray Iron Threaded Fittings, Classes 125 and 250” |
Screwed cast iron water fittings shall be cement-mortar lined or galvanized |
Type K soft copper tube |
Certified to ASTM B88, “Seamless Copper Water Tube” |
|
Solder-joint fittings for copper water systems |
Conform to ANSI B16.18, “Cast Copper Alloy Solder Joint Pressure Fittings”, or conform to ANSI/ASME B16.22, “Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings” |
Solder-joint fittings not made by casting or the wrought process shall conform to the applicable requirements of ANSI B16.18, “Cast Copper Alloy Solder-Joint Pressure Fittings” |
Flared-joint fittings for copper water systems |
Conform to ANSI/ASME B16.26, “Cast Copper Alloy Fittings for Flared Copper Tubes” |
Flared-joint fittings not made by casting shall conform to ANSI/ASME B16.26, “Cast Copper Alloy Fittings for Flared Copper Tubes” |
PE/AL/PE pipe and fittings |
Certified to CAN/CSA B137.9, “Polyethylene/Aluminum/ Polyethylene (PE-AL-PE) Composite Pressure-Pipe Systems” |
|
PEX/AL/PEX pipe and fittings |
Certified to CAN/CSA B137.10, “Crosslinked Polyethylene/ Aluminum/Crosslinked Polyethylene (PEX-AL-PEX) Composite Pressure-Pipe Systems” |
|
99. (1) Sentence 7.3.5.7.(1) of Division B of the Regulation is amended by striking out “Except as permitted in Sentence (2)” at the beginning and substituting “Except as permitted in Sentences (2) and (3)”.
(2) Sentence 7.3.5.7.(3) of Division B of the Regulation is revoked and the following substituted:
(3) A buried water service pipe may pass under a building drain or building sewer if,
(a) a vertical separation of not less than 500 mm is provided between the invert of the building drain or building sewer and the crown of the water service pipe,
(b) adequate structural support is provided for the building drain or building sewer to prevent excessive deflection of joints and settling, and
(c) the length of the water service pipe is located so that there are no joints within 2 440 mm measured horizontally from the intersection with the building drain or building sewer.
(4) A buried water service pipe shall be constructed of a single run of pipe with no joints or fittings between the street line or source of supply on the property and the inside face of the building if the water service pipe is less than 15 m from,
(a) a private sewage disposal system, or
(b) a source of pollution other than a private sewage disposal system.
100. Sentence 7.4.2.1.(1) of Division B of the Regulation is amended by adding “and” at the end of Subclause (d)(vii), by striking out Clauses (e), (f) and (g) and substituting the following:
(e) Reserved
(f) Reserved
(g) Reserved
101. Sentence 7.4.3.6.(1) of Division B of the Regulation is amended by striking out “CSA B44, “Safety Code for Elevators”” at the end and substituting “ASME A17.1 / CSA B44, “Safety Code for Elevators and Escalators””.
102. Subclauses 7.4.6.4.(2)(a)(ii) and (iii) of Division B of the Regulation are revoked and the following substituted:
(ii) CAN/CSA-B181.1, “Acrylonitrile-Butadiene-Styrene (ABS) Drain, Waste, and Vent Pipe and Pipe Fittings”,
(iii) CAN/CSA-B181.2, “Polyvinylchloride (PVC) and Chlorinated Polyvinylchloride (CPVC) Drain, Waste, and Vent Pipe and Pipe Fittings”, or
103. Sentence 7.4.7.2.(6) of Division B of the Regulation is amended by striking out “storm drainage piping” and substituting “exterior storm drainage pipe”.
104. Sentence 7.4.10.6.(2) of Division B of the Regulation is amended by striking out “norminally” and substituting “nominally”.
105. The heading to Table 7.4.10.9. of Division B of the Regulation is revoked and the following substituted:
Maximum Permitted Hydraulic Load Drained to a Horizontal Storm Drainage Pipe
106. (1) Clause 7.5.2.1.(1)(e) of Division B of the Regulation is amended by striking out “Sentence 7.5.1.1.(3)” at the end and substituting “Clauses 7.5.1.1.(3)(a) to (c)”.
(2) Clause 7.5.2.1.(1)(j) of Division B of the Regulation is amended by striking out “Sentence 7.5.1.1.(3)” and substituting “Clauses 7.5.1.1.(3)(a) to (c)”.
107. (1) Sentence 7.5.4.5.(1) of Division B of the Regulation is amended by striking out “offset relief vent, relief vent or yoke vent” in the portion before Clause (a) and substituting “offset relief vent or yoke vent”.
(2) Clause 7.5.4.5.(1)(b) of Division B of the Regulation is amended by striking out “double sanitary T fitting, and” at the end and substituting “double fitting, in accordance with Table 7.2.4.5., and”.
108. Table 7.5.6.3. of Division B of the Regulation is amended by striking out the following row:
1 |
1.5 |
1/50 |
109. Table 7.5.8.4. of Division B of the Regulation is revoked and the following substituted:
Table 7.5.8.4.
Size and Developed Length of Stack Vents and Vent Stacks
Forming Part of Sentence 7.5.8.4.(1)
Column 1 |
Column 2 |
Column 3 |
Column 4 |
Column 5 |
Column 6 |
Column 7 |
Column 8 |
Column 9 |
Column 10 |
Column 11 |
Column 12 |
Column 13 |
Size of Soil or Waste Stack, in. |
Total Hydraulic Load Being Vented, fixture units |
Water Occupied Area |
Size of Stack Vent or Vent Stack, in. |
|||||||||
|
|
|
1¼ |
1 ½ |
2 |
3 |
4 |
5 |
6 |
8 |
10 |
12 |
|
|
|
Maximum Length of Stack Vent or Vent Stack, m |
|||||||||
1¼ |
2 |
0.29 |
9 |
|
|
|
|
|||||
1½ |
8 |
0.25 |
15 |
46 |
|
|
|
|||||
10 |
.29 |
9 |
30.5 |
|
|
|
||||||
2 |
12 |
0.25 |
9 |
23 |
61 |
|
|
|||||
20 |
.29 |
8 |
15 |
46 |
|
|
||||||
3 |
10 |
0.15 |
|
13 |
46 |
317 |
Not Limited |
|||||
|
21 |
.20 |
|
10 |
33.5 |
247 |
|
|||||
|
53 |
.25 |
|
8 |
28.5 |
207 |
|
|||||
|
102 |
.29 |
|
7.5 |
26 |
189 |
|
|||||
4 |
43 |
0.15 |
Not Permitted |
10.5 |
76 |
299 |
Not Limited |
|||||
|
140 |
.20 |
8 |
61 |
229 |
|
||||||
|
320 |
.25 |
7 |
52 |
195 |
|
||||||
|
540 |
.29 |
6.5 |
46 |
177 |
|
||||||
5 |
190 |
0.15 |
Not Permitted |
25 |
97.5 |
302 |
Not Limited |
|||||
|
490 |
.20 |
29 |
76 |
232 |
|
||||||
|
940 |
.25 |
16 |
64 |
204 |
|
||||||
|
1 400 |
.29 |
15 |
58 |
180 |
|
||||||
6 |
500 |
0.15 |
Not Permitted |
10 |
39.5 |
122 |
305 |
Not Limited |
||||
|
1 100 |
.20 |
8 |
30.5 |
94.5 |
238 |
|
|||||
|
2 000 |
.25 |
6.5 |
25.5 |
79 |
201 |
|
|||||
|
2 900 |
.29 |
6 |
23.5 |
73 |
183 |
|
|||||
8 |
1 800 |
0.15 |
Not Permitted |
9.5 |
29 |
73 |
287 |
Not Limited |
||||
|
3 400 |
.20 |
7 |
22 |
58 |
219.5 |
|
|||||
|
5 600 |
.25 |
6 |
19 |
49 |
186 |
|
|||||
|
7 600 |
.29 |
5.5 |
17 |
43 |
70.5 |
|
|||||
10 |
4 000 |
0.15 |
Not Permitted |
9.5 |
24 |
94.5 |
292.5 |
Not Limited |
||||
|
7 200 |
.20 |
7 |
18 |
73 |
225.5 |
|
|||||
|
11 000 |
.25 |
6 |
15.5 |
61 |
192 |
|
|||||
|
15 000 |
.29 |
5.5 |
14 |
55 |
174 |
|
|||||
12 |
7 300 |
0.15 |
Not Permitted |
9.5 |
36.5 |
116 |
287 |
|||||
|
13 000 |
.20 |
7 |
28.5 |
91 |
219.5 |
||||||
|
20 000 |
.25 |
6 |
24 |
76 |
186 |
||||||
|
26 000 |
.29 |
5.5 |
22 |
70 |
152 |
||||||
15 |
15 000 |
0.15 |
Not Permitted |
12 |
39.5 |
94.5 |
||||||
|
25 000 |
.20 |
9.5 |
29 |
73 |
|||||||
|
38 000 |
.25 |
8 |
24.5 |
62 |
|||||||
|
50 000 |
.29 |
7 |
22.5 |
55 |
110. Sentence 7.6.1.13.(2) of Division B of the Regulation is amended by striking out ““Installation Code for Solar Domestic Hot Water Systems”” at the end and substituting ““Installation of Packaged Solar Domestic Hot Water Systems””.
111. Sentence 7.6.2.4.(5) of Division B of the Regulation is amended by striking out “Except as permitted in Sentences (1) and (8)” at the beginning and substituting “Except as provided in Sentences (1) and (8) and Article 7.6.2.5.”.
112. Article 7.6.2.5. of Division B of the Regulation is revoked and the following substituted:
7.6.2.5. Backflow from Buildings with a Solar Domestic Hot Water System
(1) Except as permitted by Sentence (2) and as provided in Sentences (3) and (4), a potable water system shall be protected against backflow where the heat transfer loop of a solar domestic hot water system is directly connected to the potable water system.
(2) Where the heat transfer loop of the solar domestic hot water system consists of direct flow-through of potable water only, protection against backflow is not required.
(3) A potable water system that is directly connected to a solar domestic hot water system that serves a residential occupancy within the scope of Part 9, shall be provided with a backflow prevention device selected in accordance with CSA F379.1, “Packaged Solar Domestic Hot Water Systems (Liquid-to-Liquid Heat Transfer) for All-Season Use”.
(4) Where a solar domestic hot water system includes a single wall heat exchanger and contains only a relatively harmless heat transfer fluid as described in CSA F379.1, “Packaged Solar Domestic Hot Water Systems (Liquid-to-Liquid Heat Transfer) for All-Season Use”, the backflow prevention required in Sentence (1) is permitted to be a dual check valve backflow preventer conforming to CAN/CSA-B64.3, “Backflow Preventers, Dual Check Valve with Atmospheric Port Type (DCAP)”.
113. Table 7.6.3.1. of Division B of the Regulation is amended by striking out,
Bathroom group |
|
|
|
|
and substituting,
Bathroom group |
|
|
|
|
114. Sentences 7.6.4.2.(2) to (4) and Tables 7.6.4.2.A. and 7.6.4.2.B. of Division B of the Regulation are revoked and the following substituted:
(2) The flush cycle for each fixture that is a water closet or urinal shall not exceed the maximum flush cycle listed for that fixture in Table 7.6.4.2.
Table 7.6.4.2.
Maximum Flush Cycles for Sanitary Fixtures
Forming Part of Sentence 7.6.4.2.(2)
Column 1 |
Column 2 |
Fixture |
litres |
Water Closet (Tank Type) |
6 |
Water Closet (Direct Flush) |
6 |
Urinal (Tank Type) |
3.8(1) |
Urinal (Direct Flush) |
3.8(1) |
Notes to Table 7.6.4.2.:
(1) Urinals equipped with automatic flushing devices shall be controlled to prevent unnecessary flush cycles during building down time.
(3) Sentence (2) does not apply to a fixture located in an existing building where the chief building official is satisfied that compliance with the requirement is impracticable because of maintenance or operational difficulties.
115. (1) Sentence 7.6.5.2.(1) of Division B of the Regulation is amended by striking out “CAN/CSA-B125, “Plumbing Fittings”” at the end and substituting “ASME A112.18.1 / CAN/CSA-B125.1, “Plumbing Supply Fittings””.
(2) Sentence 7.6.5.2.(2) of Division B of the Regulation is amended by striking out “CAN/CSA-B125, “Plumbing Fittings”” at the end and substituting “CAN/CSA-B125.3, “Plumbing Fittings””.
116. (1) Sentence 8.1.3.1.(4) of Division B of the Regulation is amended by striking out “interceptor” and substituting “interceptor”.
(2) Sentence 8.1.3.1.(8) of Division B of the Regulation is amended by striking out “interceptor” and substituting “interceptor”.
117. Sentence 8.2.1.6.(2) of Division B of the Regulation is amended by striking out “Sentence 8.7.4.2.(9)” at the end and substituting “Sentence 8.7.4.2.(11)”.
118. Sentence 8.2.2.3.(8) of Division B of the Regulation is amended by striking out “1 200 mm” and substituting “1 000 mm”.
119. (1) Sentence 8.3.4.1.(1) of Division B of the Regulation is amended by striking out “privy-vault” in the portion before Clause (a) and substituting “privy vault”.
(2) Clause 8.3.4.1.(1)(c) of Division B of the Regulation is amended by striking out “privy-vault” and substituting “privy vault”.
120. The heading to Table 8.6.2.2.A. of Division B of the Regulation is amended by striking out “Forming Part of Sentence 8.6.2.2.(1), (2) and (5)” and substituting “Forming Part of Sentences 8.6.2.2.(1), (2) and (5)”.
121. (1) Clause 8.7.3.2.(1)(c) of Division B of the Regulation is amended by striking out “less than 300 mm” and substituting “less than 600 mm”.
(2) Clause 8.7.3.2.(1)(e) of Division B of the Regulation is amended by striking out “trench” and substituting “absorption trench”.
122. Sentence 8.7.5.3.(7) of Division B of the Regulation is amended by striking out “Clause 8.7.3.3.(1)(b)” and substituting “Clause 8.7.3.3.(1)(c)”.
123. Sentence 8.9.2.1.(1) of Division B of the Regulation is amended by striking out “The requirement” at the beginning and substituting “The requirements”.
124. Sentence 8.9.3.1.(1) of Division B of the Regulation is amended by striking out “The requirement” at the beginning and substituting “The requirements”.
125. Clause 9.1.1.9.(1)(b) of Division B of the Regulation is revoked and the following substituted:
(b) CSA A277, “Procedures for Factory Certification of Buildings”.
126. Subsection 9.1.1. of Division B of the Regulation is amended by adding the following Article:
9.1.1.10. Public Pools and Public Spas
(1) Public pools shall conform to the requirements of Section 3.11. and public spas shall conform to the requirements of Section 3.12.
127. Subsection 9.1.1. of Division B of the Regulation is amended by adding the following Article:
9.1.1.11. Shelf and Rack Storage Systems
(1) Shelf and rack storage systems shall conform to the requirements of Section 3.16.
128. (1) Sentence 9.3.1.1.(3) of Division B of the Regulation is amended by striking out “in Sentence (4)” and substituting “in Sentence (4), Subsection 9.15.4. and Section 9.40.”.
(2) Sentence 9.3.1.1.(4) of Division B of the Regulation is amended by striking out “2 storeys” in the portion before Clause (a) and substituting “2 storeys in building height”.
129. Sentence 9.3.1.3.(1) of Division B of the Regulation is amended by striking out “Clause 15.5” and substituting “Clause 4.1.1.6.”.
130. Table 9.3.1.7. of Division B of the Regulation is amended by striking out “course” wherever it appears and substituting in each case “coarse”.
131. Sentence 9.3.2.1.(1) of Division B of the Regulation is amended by striking out “(Interpretation Included)” at the end.
132. Sentence 9.3.2.9.(5) of Division B of the Regulation is amended by striking out “or” at the end of Clause (d), by adding “or” at the end of Clause (e) and by adding the following Clause:
(f) CSA O80.36, “Preservative Treatment of Wood Products for Light-Duty Above-Ground Residential Uses by Pressure Processes”.
133. Sentence 9.4.4.2.(1) of Division B of the Regulation is amended by striking out “lower allowable bearing pressure” and substituting “lower allowable bearing pressure”.
134. Article 9.7.1.7. of Division B of the Regulation is revoked and the following substituted:
9.7.1.7. Air Infiltration of Exterior Windows
(1) The air leakage rate of windows shall not exceed 1.65 m3/h per metre of crack length when evaluated in accordance with the CAN/CSA-A440.1, “User Selection Guide to CSA Standard CAN/CSA-A440-00 Windows”.
135. Sentence 9.8.6.2.(3) of Division B of the Regulation is amended by striking out the portion before Clause (a) and substituting the following:
(3) A landing may be omitted at the top of a stair serving a secondary entrance to a single dwelling unit, including an entrance from an attached garage, provided,
. . . . .
136. Clause 9.8.7.1.(1)(b) of Division B of the Regulation is amended by striking out “ramps” and substituting “curved ramps”.
137. (1) Sentence 9.8.8.2.(1) of Division B of the Regulation is amended by striking out “loads specified in” and substituting “specified loads prescribed in”.
(2) Sentence 9.8.8.2.(3) of Division B of the Regulation is amended by striking out “loads specified in” and substituting “specified loads prescribed in”.
(3) Table 9.8.8.2. of Division B of the Regulation is amended by striking out,
Location of Guard |
Minimum Design Loads |
and substituting,
Location of Guard |
Minimum Specified Loads |
138. Sentence 9.8.8.3.(5) of Division B of the Regulation is amended by striking out “a line” and substituting “from the top of the guard to a line”.
139. Sentence 9.8.9.6.(2) of Division B of the Regulation is amended by striking out “The finish for treads and landings of interior stairs” at the beginning and substituting “The finish for treads, landings and ramps”.
140. Clauses 9.9.6.3.(1)(b) and (c) of Division B of the Regulation are revoked and the following substituted:
(b) doors that open into or are located,
(i) within a public corridor, or
(ii) within another facility that provides access to exit from a suite.
141. Article 9.9.6.5. of Division B of the Regulation is revoked and the following substituted:
9.9.6.5. Direction of Door Swing
(1) Except as permitted by Sentence (2) and except for doors serving a single dwelling unit, exit doors that are required to swing shall swing in the direction of exit travel.
(2) An exit door need not swing in the direction of exit travel where it serves,
(a) a room, suite or floor area having an occupant load of not more than 60 persons, or
(b) as part of a means of egress from more than one floor area and the floor areas so served have a total occupant load of not more than 60 persons.
(3) Doors that open onto a corridor or other facility that provides access to exit from a room or suite having an occupant load of more than 60 persons shall swing on the vertical axis in the direction of exit travel.
(4) Doors that divide a corridor that is not wholly contained within a suite shall swing in the direction of exit travel.
(5) Where a pair of doors is installed in a corridor that provides access to exit in both directions, the doors shall,
(a) swing in opposite directions, with the door on the right hand side swinging in the direction of exit travel, or
(b) swing in both directions.
142. Sentence 9.9.9.2.(1) of Division B of the Regulation is amended by striking out “Sentence 9.9.7.2.(1)” and substituting “Sentence 9.9.7.3.(1)”.
143. Sentence 9.10.9.4.(4) of Division B of the Regulation is amended by striking out “Article 9.10.8.8.” and substituting “Article 9.10.8.9.”.
144. Sentence 9.10.12.4.(2) of Division B of the Regulation is amended by striking out “Sentence (1) and” in the part before Clause (a) and substituting “Sentence (1)”.
145. Sentence 9.10.13.1.(1) of Division B of the Regulation is amended by striking out “Chapters 2 to 14 of NFPA 80, “Fire Doors and Windows”” and substituting “NFPA 80, “Fire Doors and Other Opening Protectives””.
146. Sentence 9.10.13.2.(1) of Division B of the Regulation is amended by striking out ““CAN4-S113, “Wood Core Doors Meeting the Performance Required by CAN4-S104-77 for Twenty Minute Fire-Rated Closure Assemblies”” at the end and substituting “CAN/ULC-S113, “Wood Core Doors Meeting the Performance Required by CAN/ULC-S104 for Twenty Minute Fire Rated Closure Assemblies””.
147. (1) Subclause 9.10.14.4.(1)(c)(ii) of Division B of the Regulation is amended by striking out “twice” at the beginning and substituting “half”.
(2) Sentence 9.10.14.4.(2) of Division B of the Regulation is amended by striking out “Openings” at the beginning and substituting “Except as provided in Sentence 9.10.14.6.(1), openings”.
148. Sentence 9.10.15.3.(1) of Division B of the Regulation is amended by striking out “Sentences 9.10.15.4.(2), (5) and (6)” and substituting “Sentences 9.10.15.4.(2) and (5)”.
149. (1) Clause 9.10.15.4.(1)(b) of Division B of the Regulation is amended by adding “as if the glazed openings were unprotected openings” after “Subsection 3.2.3.”.
(2) Sentence 9.10.15.4.(2) of Division B of the Regulation is revoked and the following substituted:
(2) Where the limits on the area of glazed openings are determined for individual portions of the exterior wall, as described in Subclause 9.10.15.2.(1)(b)(iii), the maximum aggregate area of glazed openings for any portion shall not exceed the values in the row of Table 9.10.15.4. for the total area of the entire exposing building face based on the limiting distance of the individual portion.
150. Clause 9.10.17.10.(1)(c) of Division B of the Regulation is amended by striking out “Clause 3.1.5.11.(2)(e)” at the end and substituting “Clause 3.1.5.12.(2)(e)”.
151. Clause 9.11.1.1.(1)(b) of Division B of the Regulation is revoked and the following substituted:
(b) ASTM E336, “Measurement of Airborne Sound Attenuation Between Rooms in Buildings”.
152. Table 9.12.2.2. of Division B of the Regulation is revoked and the following substituted:
Table 9.12.2.2.
Minimum Depths of Foundations
Forming Part of Sentence 9.12.2.2.(1)
Column 1 |
Column 2 |
Column 3 |
Column 4 |
Column 5 |
Type of Soil |
Minimum Depth of Foundation Containing Heated Basement or Crawl Space(1) |
Minimum Depth of Foundation Containing no Heated Space(2) |
||
Good Soil Drainage |
Poor Soil Drainage |
Good Soil Drainage |
Poor Soil Drainage |
|
Rock |
No limit |
No limit |
No limit |
No limit |
Coarse grained soils |
No limit |
No limit |
No limit |
Below the depth of frost penetration |
Silt |
No limit |
No limit |
Below the depth of frost penetration(3) |
Below the depth of frost penetration |
Clay or soils not clearly defined |
1.2 m(3) |
1.2 m |
1.2 m but not less than the depth of frost penetration(3) |
1.2 m but not less than the depth of frost penetration |
Notes to Table 9.12.2.2.:
(1) Foundation not insulated to reduce heat loss through the footings.
(2) Including foundations containing heated space insulated to reduce heat loss through the footings.
(3) Good soil drainage to not less than the depth of frost penetration.
153. (1) Sentence 9.13.2.4.(1) of Division B of the Regulation is amended by striking out “that are” in the portion before Clause (a).
(2) Sentence 9.13.2.4.(3) of Division B of the Regulation is revoked and the following substituted:
(3) The surface of insulating concrete form walls to be dampproofed shall be repaired and free of projections and depressions that could be detrimental to the performance of the membrane to be applied.
154. Clause 9.14.3.1.(1)(h) of Division B of the Regulation is revoked and the following substituted:
(h) BNQ 3624-115, “Polyethylene (PE) Pipe Fittings – Flexible Pipes for Drainage – Characteristics and Test Methods”.
155. Subclause 9.15.1.1.(1)(c) (i) of Division B of the Regulation is amended by striking out “100 kPa” and substituting “75 kPa”.
156. Sentence 9.15.3.2.(2) of Division B of the Regulation is amended by striking out “Granular fill” at the beginning and substituting “Granular fill”.
157. (1) Subclause 9.15.3.3.(1)(a)(i) of Division B of the Regulation is amended by striking out “concrete form foundation walls” at the end and substituting “concrete form walls”.
(2) Subclause 9.15.3.3.(1)(a)(ii) of Division B of the Regulation is amended by striking out “concrete form foundation walls” and substituting “concrete form walls”.
158. Clause 9.15.3.4.(2)(b) of Division B of the Regulation is amended by striking out,
∑ sjs = the sum of the supported joist lengths on each storey whose load is transferred to the footing, and
and substituting,
∑ sjs = the sum of the supported joist spans on each storey whose load is transferred to the footing, and
159. (1) Table 9.15.4.5.A. of Division B of the Regulation is amended by striking out “Maximum Vertical Reinforcement” in the heading under Columns 2, 3 and 4 and substituting “Minimum Vertical Reinforcement”.
(2) Table 9.15.4.5.B. of Division B of the Regulation is amended by striking out “Maximum Vertical Reinforcement” in the heading under Columns 2, 3 and 4 and substituting “Minimum Vertical Reinforcement”.
(3) Table 9.15.4.5.C. of Division B of the Regulation is amended by striking out “Maximum Vertical Reinforcement” in the heading under Columns 2, 3 and 4 and substituting “Minimum Vertical Reinforcement”.
160. Clause 9.17.1.1.(1)(b) of Division B of the Regulation is amended by adding “and” at the end of Subclause (ii), by striking out “and” at the end of Subclause (iii) and substituting “or” and by revoking Subclause (iv).
161. Clause 9.19.1.3.(2)(b) of Division B of the Regulation is amended by striking out “vertically above” and substituting “above”.
162. Sentence 9.19.2.1.(2) of Division B of the Regulation is revoked and the following substituted:
(2) The hatch required in Sentence (1) shall be not less than 550 mm by 900 mm except that, where the hatch serves a single dwelling unit, the hatch may be reduced to,
(a) 0.32 m2 in area with no dimension less than 545 mm, or
(b) 500 mm by 700 mm.
163. (1) Sentence 9.20.1.2.(1) of Division B of the Regulation is amended by striking out “Sa(2.0)” and substituting “Sa(0.2)”.
(2) Sentence 9.20.1.2.(2) of Division B of the Regulation is amended by striking out “Sa(2.0)” and substituting “Sa(0.2)”.
164. Table 9.20.5.2.A. of Division B of the Regulation is amended by striking out the heading “Exterior Angles” under Columns 2 and 3 and substituting “Exterior Angles, mm” and by striking out the heading “Interior Angles” under Columns 5 to 11 and substituting “Interior Angles, mm”.
165. Sentence 9.20.6.2.(2) of Division B of the Regulation is amended by striking out “nor greater than” and substituting “and not greater than”.
166. Clause 9.20.7.3.(1)(a) of Division B of the Regulation is amended by striking out “measured from centre to centre”.
167. Sentence 9.20.11.1.(1) of Division B of the Regulation is amended by striking out “grade” and substituting “grade”.
168. Sentence 9.20.11.2.(2) of Division B of the Regulation is amended by striking out “imbedded” and substituting “embedded”.
169. The heading to Article 9.20.17.3. of Division B of the Regulation is revoked and the following substituted:
9.20.17.3. Openings in Non-Loadbearing Flat Insulating Concrete Form Walls
170. Sentence 9.21.2.1.(3) of Division B of the Regulation is amended by striking out “solid-fuel burning” wherever it appears and substituting in each case “solid fuel-burning”.
171. (1) Sentence 9.22.9.3.(1) of Division B of the Regulation is amended by striking out “solid fuel burning” and substituting “solid fuel-burning”.
(2) Sentence 9.22.9.3.(2) of Division B of the Regulation is amended by striking out “solid fuel burning” and substituting “solid fuel-burning”.
172. Clause 9.22.9.4.(1)(a) of Division B of the Regulation is amended by striking out “more than” and substituting “not less than”.
173. The heading to Article 9.22.10.1. of Division B of the Regulation is revoked and the following substituted:
9.22.10.1. Appliance Standard
174. Sentence 9.23.2.5.(1) of Division B of the Regulation is amended by striking out “above grade” at the end and substituting “above the ground”.
175. Sentence 9.23.10.4.(1) of Division B of the Regulation is amended by striking out “storey” and substituting “storey”.
176. Sentence 9.23.15.7.(2) of Division B of the Regulation is amended by striking out “Table 9.23.16.7.B.” at the end and substituting “Table 9.23.15.7.B.”.
177. Table 9.23.16.2.A. of Division B of the Regulation is amended by striking out,
Gypsum Sheathing |
9.5 |
12.7 |
CAN/CSA-A82.27-M |
ASTM C79 / C79M |
|||
ASTM C1177 / C1177M |
|||
ASTM C1396 / C1396M |
and substituting,
Gypsum Sheathing |
9.5 |
12.7 |
CAN/CSA-A82.27-M |
ASTM C1177 / C1177M |
|||
ASTM C1396 / C1396M |
178. Sentence 9.23.16.6.(1) of Division B of the Regulation is amended by striking out “Subsection 9.23.17.” at the end and substituting “Articles 9.27.3.2. to 9.27.3.6.”.
179. (1) Clause 9.25.1.2.(4)(b) of Division B of the Regulation is revoked and the following substituted:
(b) the intended use of the interior space will result in an indoor relative humidity above 35% over the heating season and the ventilating and air-conditioning system does not have the capacity to reduce the relative humidity to 35% or less over that period.
(2) Sentence 9.25.1.2.(7) of Division B of the Regulation is revoked and the following substituted:
(7) For walls, the air space described in Clause (2)(c) shall be drained and ventilated and be not less than 10 mm deep behind the cladding, over the full height and width of the wall.
180. Subsection 9.25.3. of Division B of the Regulation is revoked and the following substituted:
9.25.3. Air Barrier Systems
9.25.3.1. Required Barrier to Air Leakage
(1) Wall, ceiling and floor assemblies that separate conditioned spaces from unconditioned spaces shall be constructed so as to include an air barrier system that will provide a continuous barrier to air leakage,
(a) from the interior of the building into wall, floor, attic or roof spaces sufficient to prevent excessive moisture condensation in such spaces during the heating season, and
(b) from the exterior inward sufficient to prevent moisture condensation on the room side during the heating season.
(2) The continuity of the air barrier system shall extend throughout the basement.
9.25.3.2. Air Barrier System Properties
(1) Sheet and panel type materials intended to provide the principal resistance to air leakage shall have an air leakage characteristic not greater than 0.02 L/(s∙m2) measured at an air pressure differential of 75 Pa.
(2) Where polyethylene sheet is used to provide the air-tightness in the air barrier system, it shall conform to CAN/CGSB-51.34-M, “Vapour Barrier, Polyethylene Sheet for Use in Building Construction”.
9.25.3.3. Continuity of the Air Barrier System
(1) Where the air barrier system consists of an air-impermeable panel-type material, all joints shall be sealed to prevent air leakage.
(2) Where the air barrier system consists of flexible sheet material, all joints shall be,
(a) sealed with compatible material such as tape or flexible sealant, or
(b) except as required by Sentence (3), lapped not less than 100 mm and clamped, such as between framing members, furring or blocking and rigid panels.
(3) Where an air barrier system consisting of flexible sheet material is installed at locations where it is not supported by an interior finish, such as a behind a bath tub, shower enclosure or fireplace, the continuity of the air barrier shall be maintained by sealing its joints.
(4) Where an interior wall meets an exterior wall, ceiling, floor or roof required to be provided with an air barrier protection, the air barrier system shall extend across the intersection and shall be sealed in accordance with Sentences (1) and (2).
(5) Where an interior wall projects through a ceiling or extends to become an exterior wall, spaces in the wall shall be blocked to provide continuity across those spaces with the air barrier system in the abutting walls or ceiling by,
(a) sealing each air barrier to the blocking, or
(b) wrapping each air barrier around the transition and sealing in accordance with Sentences (1) and (2).
(6) Where an interior floor projects through an exterior wall or extends to become an exterior floor, continuity of the air barrier system shall be maintained from the abutting walls across the floor assembly.
(7) Where an interior floor projects through an exterior wall to become an exterior floor,
(a) the air barrier of the wall under the floor shall be continuous with or sealed to the subfloor or the air barrier on the underside of the floor,
(b) the air barrier of the wall above the floor shall be continuous with or sealed to the subfloor or the air barrier on the top of the floor, and
(c) the spaces between floor joists shall be blocked and sealed.
(8) Where a header wrap is used as an air barrier, it shall be sealed or lapped to the wall air barrier above and below in accordance with Sentences (1) and (2).
(9) Penetrations of the air barrier system, such as those created by the installation of electrical wiring, electrical boxes, piping or ductwork, shall be sealed with compatible material such as tape or caulking to maintain the integrity of the air barrier system over the entire surface.
(10) Penetrations of the air barrier system, such as those created by the installation of doors, windows and other fenestration shall be sealed to maintain the integrity of the air barrier system over the entire surface.
(11) Where an interior air barrier is penetrated by doors, windows and other fenestration, the air barrier shall be sealed to the door frame or window frame with,
(a) compatible tape, or
(b) spray foam insulation.
(12) Where an exterior air barrier is penetrated by doors, windows and other fenestration, the air barrier shall be sealed to the door frame or window frame with,
(a) compatible flexible flashing material,
(b) caulking, or
(c) spray foam insulation.
(13) An access hatch installed through an assembly constructed with an air barrier system shall be weatherstripped around the perimeter to prevent air leakage.
(14) Clearances between chimneys or gas vents and the surrounding construction that would permit air leakage from within the building into a wall or attic or roof space shall be sealed by noncombustible material to prevent such leakage and shall be sealed to the air barrier with tape or another compatible material, and to the vent with high temperature caulking in accordance with the manufacturer’s installation instructions.
(15) Where the foundation wall and floor slab are used as an air barrier, they shall be caulked at all joints, intersections and penetrations.
(16) Sump pit covers shall be sealed.
9.25.3.4. Vapour Barriers Used as Air Barriers
(1) A vapour barrier used as an air barrier shall comply with the requirements of this Subsection.
181. (1) Sentence 9.25.4.2.(1) of Division B of the Regulation is amended by striking out “Vapour barriers” at the beginning and substituting “Except as provided in Sentences (2) and (3), vapour barriers”.
(2) Clause 9.25.4.2.(3)(b) of Division B of the Regulation is amended by striking out “60% over that period” at the end and substituting “60% or less over that period”.
182. (1) Clause 9.26.2.1.(1)(h) of Division B of the Regulation is revoked and the following substituted:
(h) CAN/CGSB-37.54, “Polyvinyl Chloride Roofing and Waterproofing Membrane”,
(2) Clauses 9.26.2.1.(1)(l), (m) and (n) of Division B of the Regulation are revoked and the following substituted:
(l) CSA A123.1 / A123.5, “Asphalt Shingles Made from Organic Felt and Surfaced with Mineral Granules / Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules”,
(m) CAN/CSA-A123.2, “Asphalt Coated Roofing Sheets”,
(n) CSA A123.3, “Asphalt Saturated Organic Roofing Felt”,
(3) Clauses 9.26.2.1.(1)(p) and (q) of Division B of the Regulation are revoked and the following substituted:
(p) Reserved
(q) CSA A123.17, “Asphalt Glass Felt Used in Roofing and Waterproofing”,
183. Clause 9.26.3.1.(4)(b) of Division B of the Regulation is amended by striking out “by other than” and substituting “by more than”.
184. Clauses 9.29.5.2.(1)(b) to (j) of Division B of the Regulation are revoked and the following substituted:
(b) Reserved
(c) Reserved
(d) Reserved
(e) Reserved
(f) Reserved
(g) Reserved
(h) Reserved
(i) ASTM C1178 / C1178M, “Coated Glass Mat Water-Resistant Gypsum Backing Panel”, or
(j) Reserved
185. (1) Table 9.29.5.3. of Division B of the Regulation is amended by striking out,
Gypsum board conforming to Clauses 9.29.5.2.(1)(a) to (i) and (k) |
and substituting,
Gypsum board conforming to Sentence 9.29.5.2.(1) (except Sections 9 and 12 of ASTM C1396 / C1396M) |
(2) Table 9.29.5.3. of Division B of the Regulation is amended by striking out,
Gypsum board conforming to Clause 9.29.5.2.(1)(j) |
and substituting,
Gypsum board conforming to Clause 9.29.5.2.(1)(k) (only Section 12 of ASTM C1396 / C1396M) |
186. Sentence 9.29.5.9.(5) of Division B of the Regulation is amended by striking out “based on Supplementary Standard SB-3” and substituting “based on Table 1 of Supplementary Standard SB-3”.
187. Sentence 9.30.6.4.(3) of Division B of the Regulation is amended by striking out “imbedded” and substituting “embedded”.
188. Sentence 9.32.3.3.(1) of Division B of the Regulation is revoked and the following substituted:
9.32.3.3. Total Ventilation Capacity
(1) The minimum total ventilation capacity of the ventilation system required in Clause 9.32.3.2.(1)(b) shall be the greater of,
(a) the sum of the individual room capacities given in Table 9.32.3.3., or
(b) 0.3 air changes per hour based on the conditioned volume of the dwelling unit.
189. (1) Table 9.32.3.4.A. of Division B of the Regulation is revoked and the following substituted:
Table 9.32.3.4.A.
Principal Exhaust Fan Capacity
Forming Part of Sentence 9.32.3.4.(1)
Column 1 |
Column 2 |
Number of Bedrooms in Dwelling Unit |
Capacity, L/s |
1 |
15 |
2 |
22.5 |
3 |
30 |
4 |
37.5 |
5 |
45 |
More than 5 |
System must comply with Sentence 6.2.1.1.(1) |
(2) Table 9.32.3.4.B. of Division B of the Regulation is revoked and the following substituted:
Table 9.32.3.4.B.
Principal Exhaust Duct Size
Forming Part of Sentence 9.32.3.4.(9)
Column 1 |
Column 2 |
Column 3 |
Column 4 |
Column 5 |
Number of Bedrooms in Dwelling Unit |
Minimum Exhaust Duct Diameter |
|||
Ducts Connected to Inlet and Outlet of Principal Exhaust Fan |
Ducts Connected to One Side Only of Principal Exhaust Fan |
|||
Smooth Duct, mm |
Flexible Duct, mm |
Smooth Duct, mm |
Flexible Duct, mm |
|
1 |
100 |
125 |
100 |
125 |
2 |
125 |
150 |
125 |
150 |
3 |
125 |
150 |
150 |
175 |
4 |
150 |
175 |
150 |
175 |
5 |
150 |
175 |
150 |
175 |
More than 5 |
Part 6 design |
Part 6 design |
Part 6 design |
Part 6 design |
190. Sentence 9.32.3.5.(7) of Division B of the Regulation is amended by striking out “Sentence 9.32.3.4.(5)” at the end and substituting “Sentence 9.32.3.4.(4)”.
191. (1) Sentence 9.32.3.7.(8) of Division B of the Regulation is amended by striking out “more than 4 bedrooms” and substituting “more than 5 bedrooms”.
(2) Table 9.32.3.7.A. of Division B of the Regulation is revoked and the following substituted:
Table 9.32.3.7.A.
Minimum Outdoor Air Supply and Main Trunk Duct Sizes
Forming Part of Sentence 9.32.3.7.(5)
Column 1 |
Column 2 |
Number of Bedrooms in Dwelling Unit |
Minimum Outdoor Air Supply and Main Distribution Trunk Duct Diameter, mm |
1 |
150 |
2 |
150 |
3 |
175 |
4 |
175 |
5 |
175 |
More than 5 |
System must comply with Sentence 6.2.1.1.(1) |
(3) Table 9.32.3.7.B. of Division B of the Regulation is revoked and the following substituted:
Table 9.32.3.7.B.
Minimum Branch Supply Duct Sizes
Forming Part of Sentence 9.32.3.7.(7)
Column 1 |
Column 2 |
Column 3 |
Room, Space or Storey Served |
Minimum Branch Supply Duct Diameter, mm |
|
1 and 2 Bedroom Dwelling Units |
3, 4 and 5 Bedroom Dwelling Units |
|
Master bedroom |
100 |
100 |
Other bedrooms |
75 |
75 |
Storey with no bedrooms or living area |
75 |
100 |
192. (1) Sentence 9.32.3.10.(4) of Division B of the Regulation is amended by striking out “supply duct” and substituting “duct”.
(2) The heading to Table 9.32.3.10.A. of Division B of the Regulation is revoked and the following substituted:
Table 9.32.3.10.A.
Insulation of Ducts Carrying Outdoor Air
Forming Part of Sentence 9.32.3.10.(4)
193. (1) Clause 9.33.4.3.(1)(a) of Division B of the Regulation is amended by adding “except as permitted in Sentence (2)” at the beginning.
(2) Article 9.33.4.3. of Division B of the Regulation is amended by adding the following Sentence:
(2) Where the building is not supplied with electrical power, carbon monoxide detectors are permitted to be battery operated.
194. Sentence 9.35.3.3.(1) of Division B of the Regulation is amended by striking out “50 m²” and substituting “55 m²”.
195. Sentence 9.36.2.1.(3) of Division B of the Regulation is amended by striking out “vapour barrier, air-barrier” and substituting “vapour barrier, air barrier”.
196. The heading to Table A-12 of Division B of the Regulation is amended by striking out “Forming Part of Sentence 9.23.4.2.(4)” and substituting “Forming Part of Sentences 9.23.4.2.(4), 9.23.12.3.(1) and 9.37.3.1.(1)”.
197. (1) The heading to Table A-13 of Division B of the Regulation is amended by striking out “Forming Part of Sentences 9.23.12.3.(1) and (3)” and substituting “Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)”.
(2) Table A-13 of Division B of the Regulation is amended,
(a) by striking out “Roof, ceiling and 1 storey” in Column 1 and substituting “Roof, ceiling and 1 storey”,
(b) by striking out “Roof, ceiling and 2 storeys” in Column 1 and substituting “Roof, ceiling and 2 storeys”, and
(c) by striking out “Roof, ceiling and 3 storeys” in Column 1 and substituting “Roof, ceiling and 3 storeys”.
198. The heading to Table A-14 of Division B of the Regulation is amended by striking out “Forming Part of Sentences 9.23.12.3.(1) and (3)” and substituting “Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)”.
199. The heading to Table A-15 of Division B of the Regulation is amended by striking out “Forming Part of Sentences 9.23.12.3.(1) and (3)” and substituting “Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)”.
200. The heading to Table A-16 of Division B of the Regulation is amended by striking out “Forming Part of Sentences 9.23.12.3.(1) and (3)” and substituting “Forming Part of Sentences 9.23.12.3.(1) and (3) and 9.37.3.1.(1)”.
201. (1) Table A-20 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-20 of Division B of the Regulation is amended by adding the following:
Notes to Table A-20:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
202. (1) Table A-21 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-21 of Division B of the Regulation is amended by adding the following:
Notes to Table A-21:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
203. (1) Table A-22 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-22 of Division B of the Regulation is amended by adding the following:
Notes to Table A-22:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
204. (1) Table A-23 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-23 of Division B of the Regulation is amended by adding the following:
Notes to Table A-23:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
205. (1) Table A-24 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-24 of Division B of the Regulation is amended by adding the following:
Notes to Table A-24:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
206. (1) Table A-25 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-25 of Division B of the Regulation is amended by adding the following:
Notes to Table A-25:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
207. (1) Table A-26 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-26 of Division B of the Regulation is amended by adding the following:
Notes to Table A-26:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
208. (1) Table A-27 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-27 of Division B of the Regulation is amended by adding the following:
Notes to Table A-27:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
209. (1) Table A-28 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-28 of Division B of the Regulation is amended by adding the following:
Notes to Table A-28:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
210. (1) Table A-29 of Division B of the Regulation is amended by striking out,
Supported Roof Length, m |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
and substituting,
Supported Roof Length, m(1) |
2.4 |
3.6 |
4.8 |
6.0 |
||||
Supported Floor Length, m(2) |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
2.4 |
3.6 |
(2) Table A-29 of Division B of the Regulation is amended by adding the following:
Notes to Table A-29:
(1) Supported roof length means half the sum of the roof framing spans on both sides of the beam.
(2) Supported floor length means half the sum of the floor framing spans on both sides of the beam.
211. (1) Sentence 10.4.1.1.(1) of Division B of the Regulation is amended by striking out “Part 3, 4, 5, 6 or 7” in the portion before Clause (a) and substituting “Part 3, 4, 6 or 8”.
(2) Sentence 10.4.1.1.(2) of Division B of the Regulation is amended by striking out “Part 9” and substituting “Part 9 or 12”.
212. Sentence 11.3.3.1.(1) of Division B of the Regulation is amended by striking out “fire separations” and substituting “fire separations”.
213. Sentence 11.4.2.2.(3) of Division B of the Regulation is amended by striking out “exit capacity as required under Article 3.4.3.4.” at the end and substituting “exit capacity as required under Article 3.4.3.2.”.
214. (1) Sentence 11.4.2.3.(2) of Division B of the Regulation is amended by striking out “Clauses (1)(b) to (e)” and substituting “Clauses (1)(b) to (f)”.
(2) Sentence 11.4.2.3.(6) of Division B of the Regulation, as made by subsection 12 (2) of Ontario Regulation 205/08, is amended by striking out “Sentence 3.3.4.4.(5)” at the end and substituting “Sentence 3.3.4.4.(9)”.
215. Table 11.4.3.3. of Division B of the Regulation is amended by striking out “Compliance Alternative” in the heading under Column 3 and substituting “Compliance Alternative”.
216. Sentence 11.4.3.4.(2) of Division B of the Regulation is amended by striking out “Articles 9.5.1.1. to 9.5.1.5, Articles 9.5.3.1. to 9.5.10.1” and substituting “Subsections 9.5.1. and 9.5.3. to 9.5.10.”.
217. (1) Sentence 11.5.1.1.(1) of Division B of the Regulation is amended by striking out “Part 3, 4, 5, 6, 7 or 8” in the portion before Clause (a) and substituting “Part 3, 4, 6 or 8”.
(2) Sentence 11.5.1.1.(2) of Division B of the Regulation is amended by striking out “Part 9” and substituting “Part 9 or 12”.
(3) Table 11.5.1.1.A. of Division B of the Regulation is amended by striking out,
A20 |
3.2.5.5.; 3.2.5.6.; 3.2.5.4. |
Existing acceptable provided the building is sprinklered. |
and substituting,
A20 |
3.2.5.4.; 3.2.5.5.; 3.2.5.6. |
Existing acceptable provided the building is sprinklered. |
(4) Table 11.5.1.1.C. of Division B of the Regulation is amended by striking out,
C61 |
3.4.7.2. |
Combustible fire escapes which are protected from fire in accordance with Sentence 3.2.3.14.(2) are permitted or may be reconstructed or recreated (as in the case of a heritage building). |
and substituting,
C61 |
3.4.7.2. |
Combustible fire escapes which are protected from fire in accordance with Sentence 3.2.3.13.(2) are permitted or may be reconstructed or recreated (as in the case of a heritage building). |
218. Sentence 12.2.1.1.(3) of Division B of the Regulation is amended by striking out “or” at the end of Clause (b), by adding “or” at the end of Clause (c) and by adding the following Clause:
(d) conform to Supplementary Standard SB-12.
219. Sentence 12.2.1.2.(3) of Division B of the Regulation is revoked and the following substituted:
(3) The energy efficiency of a building or part of a building of residential occupancy that is within the scope of Part 9 and is intended for occupancy on a continuing basis during the winter months shall,
(a) meet the performance level that is equal to a rating of 80 or more when evaluated in accordance with NRCan, “EnerGuide for New Houses: Administrative and Technical Procedures”, or
(b) conform to Supplementary Standard SB-12.
220. The title to Division C and the heading to Part 1 of Division C of the Regulation are revoked and the following substituted:
DIVISION c
Administrative provisions
Part 1
General
221. Sentence 1.2.1.1.(9) of Division C of the Regulation is amended by striking out “Sentence 3.16.1.6.(7)” and substituting “Sentence 3.16.1.7.(7)”.
222. (1) Sentence 1.3.1.3.(1) of Division C of the Regulation is revoked and the following substituted:
(1) Subject to Sentences (2) and (3) and unless the circumstances set out in Sentence (6) exist, if an application for a permit under subsection 8 (1) of the Act that meets the requirements of Sentence (5) is submitted to a chief building official on or after the day subsection 2 (2) of Schedule 21 to the Good Government Act, 2009 comes into force, the chief building official shall, within the time period set out in Column 3 of Table 1.3.1.3. corresponding to the class of building described in Column 2 of Table 1.3.1.3. for which the application is made,
(a) issue the permit, or
(b) refuse to issue the permit and provide in writing all of the reasons for the refusal.
(2) Sentences 1.3.1.3.(5), (6) and (7) of Division C of the Regulation are revoked and the following substituted:
(5) The requirements that an application for a permit under subsection 8 (1) of the Act must meet for the purposes of Sentence (1) are,
(a) that the application is made in the form described in Sentence 1.3.1.2.(2),
(b) that the applicant for the permit is a person described in Clause 1.3.1.2.(1)(a) or (b),
(c) that all applicable fields on the application form and required schedules are completed,
(d) that all required schedules are submitted with the application,
(e) that payment is made of all fees that are required, under the applicable by-law, resolution or regulation made under clause 7 (1) (c) of the Act, to be paid when the application is made, and
(f) that the applicant has declared in writing that,
(i) the application meets all the requirements set out in Clauses (a) to (e),
(ii) the application is accompanied by the plans and specifications prescribed by the applicable by-law, resolution or regulation made under clause 7 (1) (b) of the Act,
(iii) the application is accompanied by the information and documents prescribed by the applicable by-law, resolution or regulation made under clause 7 (1) (b) of the Act which enable the chief building official to determine whether the proposed building, construction or demolition will contravene any applicable law, and
(iv) the proposed building, construction or demolition will not contravene any applicable law.
(6) The chief building official is not required to make a decision within the time period required by Sentence (1) with respect to an application that meets the requirements of Sentence (5) if the chief building official,
(a) determines that,
(i) the application is not accompanied by the plans, specifications, information and documents referred to in Subclauses (5)(f)(ii) and (iii), or
(ii) the proposed building, construction or demolition will contravene any applicable law, and
(b) advises the applicant of his or her determination and provides in writing the reasons for the determination within two days.
(7) Subject to Sentences (8) and (9), the time period described in Sentences (1) to (3) and in Clause (6)(b) shall begin on the day following the day on which an application that meets the requirements of Sentence (5) is submitted to the chief building official.
(7.1) The time periods described in Column 3 of Table 1.3.1.3. and in Clause (6)(b) shall not include Saturdays, holidays and all other days when the offices of the principal authority are not open for the transaction of business with the public.
(3) Sentence 1.3.1.3.(9) of Division C of the Regulation is revoked and the following substituted:
(9) The time period described in Sentences (1) to (3) for an application referred to in Clause (8)(a) shall begin on the day following the later of,
(a) the day on which an application that meets the requirements of Sentence (5) is submitted to the chief building official, and
(b) the day on which a permit for the construction of the sewage system referred to in Clause (8)(b) is issued.
(10) This Article, as it read immediately before subsection 2 (2) of Schedule 21 to the Good Government Act, 2009 comes into force, continues to apply to an application for a permit under subsection 8 (1) of the Act that is submitted to a chief building official before that day.
(4) Table 1.3.1.3. of Division C of the Regulation is amended by striking out,
1 |
(a) A detached house, semi-detached house, townhouse, or row house where no dwelling unit is located above another dwelling unit. |
10 days |
|
(b) A detached structure that serves a building described in Clause (a) and does not exceed 50 m2 in building area. |
|
|
(c) A tent to which Section 3.14. of Division B applies. |
|
|
(d) A sign to which Section 3.15. of Division B applies. |
|
and substituting,
1 |
(a) A detached house, semi-detached house, townhouse, or row house where no dwelling unit is located above another dwelling unit. |
10 days |
|
(b) A detached structure that serves a building described in Clause (a) and does not exceed 55 m2 in building area. |
|
|
(c) A tent to which Section 3.14. of Division B applies. |
|
|
(d) A sign to which Section 3.15. of Division B applies. |
|
223. Subsection 1.3.1. of Division C of the Regulation is amended by adding the following Article:
1.3.1.6. Information to be given to Tarion Warranty Corporation
(1) This Article prescribes, for the purposes of subsection 8 (8.1) of the Act, the information relating to permits issued under section 8 of the Act and the applications for those permits that the chief building official is required to give to Tarion Warranty Corporation and the time within which the information is required to be given.
(2) The chief building official shall give the following information to Tarion Warranty Corporation with respect to permits issued under section 8 of the Act on or after the day subsection 2 (3) of Schedule 21 to the Good Government Act, 2009 comes into force in respect of the construction of buildings described in Sentence (4),
(a) the dates the permits are issued and the numbers or other identifying symbols for the permits, and
(b) the information contained in the application forms submitted in respect of the permits, other than the information contained in the schedules or other attachments to the application forms.
(3) Despite Sentence (2), the chief building official is not required to give to Tarion Warranty Corporation information which relates to the extension or material alteration or repair of an existing building.
(4) The buildings referred to in Sentence (2) are any building whose proposed use is classified as a Group C major occupancy and which is not a boarding, lodging or rooming house or a building containing a hotel.
(5) The chief building official shall give the information described in Sentence (2) within 45 days after the day on which the permits to which the information relates are issued.
(6) The time period described in Sentence (5) shall not include Saturdays, holidays and all other days when the offices of the principal authority are not open for the transaction of business with the public.
224. The heading to Subsection 1.3.3. of Division C of the Regulation is revoked and the following substituted:
1.3.3. Occupancy of Buildings
225. (1) The heading to Article 1.3.3.1. of Division C of the Regulation is revoked and the following substituted:
1.3.3.1. Occupancy Permit — General
(2) Article 1.3.3.1. of Division C of the Regulation is amended by adding the following Sentence:
(1.1) Sentence (1) does not apply in respect of the occupancy of a building to which Article 1.3.3.4. applies.
226. Article 1.3.3.2. of Division C of the Regulation is amended by adding the following Sentence:
(2) Sentence (1) does not apply in respect of the occupancy of a building to which Article 1.3.3.4. applies.
227. Sentence 1.3.3.3.(1) of Division C of the Regulation is amended by striking out “this Subsection” and substituting “Article 1.3.3.1. or 1.3.3.2.”.
228. Subsection 1.3.3. of Division C of the Regulation is amended by adding the following Article:
1.3.3.4. Occupancy Permit — Certain Buildings of Residential Occupancy
(1) No person shall occupy or permit to be occupied a building described in Sentence (4), or part of it, unless the chief building official or a person designated by the chief building official has issued a permit authorizing occupation of the building or part of it in accordance with Sentence (5).
(2) This Article applies in respect of the occupancy of a building described in Sentence (4) if a permit for the construction of the building has been applied for after December 31, 2011.
(3) This Article does not apply in respect of the occupancy of an existing building, or part of it, that has been subject to extension or material alteration or repair.
(4) A building referred to in Sentence (1) is a building intended for residential occupancy that,
(a) is of three or fewer storeys in building height and has a building area not exceeding 600 m²,
(b) has no accommodation for tourists,
(c) does not have a dwelling unit above another dwelling unit, and
(d) does not have any dwelling units sharing a common means of egress.
(5) The chief building official or a person designated by the chief building official shall issue a permit authorizing occupation of a building described in Sentence (4), where,
(a) the structure of the building with respect to the dwelling unit to be occupied is substantially complete and ready to be used for its intended purpose,
(b) the building envelope, including, but not limited to, cladding, roofing, windows, doors, assemblies requiring fire-resistance ratings, closures, insulation, vapour barriers and air barriers, with respect to the dwelling unit to be occupied, is substantially complete,
(c) the walls enclosing the dwelling unit to be occupied conform to Sentence 9.25.2.3.(7) of Division B,
(d) site grading with respect to the building is substantially complete,
(e) required electrical supply is provided for the dwelling unit to be occupied,
(f) required fire fighting access routes to the building have been provided and are accessible,
(g) the following building components and systems are complete and operational for the dwelling unit to be occupied:
(i) required exits, floor access and egress systems, handrails, guards, smoke alarms, carbon monoxide detectors and fire separations, including, but not limited to, fire stopping,
(ii) required exhaust fume barriers and self-closing devices on doors between an attached or built-in garage and the dwelling unit, and
(iii) water supply, sewage disposal, lighting and heating systems,
(h) the following building components and systems are complete, operational and tested for the dwelling unit to be occupied:
(i) water system,
(ii) building drain and building sewer, and
(iii) drainage system and venting system,
(i) required plumbing fixtures in the dwelling unit to be occupied are substantially complete and operational, and
(j) where applicable, the building conforms to Article 9.1.1.7. of Division B with respect to the dwelling unit to be occupied.
(6) Where a registered code agency has been appointed to perform the functions described in clause 4.1 (4) (b) or (c) of the Act in respect of the construction of a building described in Sentence (4), the chief building official or a person designated by the chief building official shall issue the permit referred to in Sentence (5) after receipt of a certificate for the occupancy of a building described in Sentence 1.3.3.4.(4) of Division C issued by the registered code agency in respect of the building.
229. (1) Clause 1.3.5.1.(2)(e) of Division C of the Regulation is revoked and the following substituted:
(e) substantial completion of insulation and vapour barriers,
(e.1) substantial completion of air barrier systems,
(2) Sentence 1.3.5.1.(2) of Division C of the Regulation is amended by striking out “and” at the end of Clause (m), by adding “and” at the end of Clause (n) and by adding the following Clause:
(o) completion of construction and installation of components required to permit the issue of an occupancy permit under Sentence 1.3.3.4.(5).
230. Sentence 1.3.5.2.(1) of Division C of the Regulation is amended by striking out “and” at the end of Clause (h), by adding “and” at the end of Clause (i) and by adding the following Clause:
(j) completion of a building for which an occupancy permit is required under Article 1.3.3.4.
231. Sentence 3.1.6.1.(1) of Division C of the Regulation is amended by striking out “3.1.4.1.(1)(c)” in the portion before Clause (a) and substituting “3.1.4.1.(1)(b)”.
232. Sentence 3.1.7.1.(1) of Division C of the Regulation is amended by striking out “3.1.4.1.(1)(c)” and substituting “3.1.4.1.(1)(b)”.
233. Clause 3.4.3.3.(3)(f) of Division C of the Regulation is amended by striking out “Sentences 3.7.5.3.(1) and (2)” at the end and substituting “Sentences 3.7.4.3.(1) and (2)”.
234. The heading to Table 3.5.2.2. of Division C of the Regulation is amended by striking out “Qualifications” and substituting “Qualifications for”.
235. Article 3.7.4.3. of Division C of the Regulation is amended by adding the following Sentence:
(5.1) A registered code agency may issue a certificate for the occupancy of a building described in Sentence 1.3.3.4.(4) of Division C if the registered code agency,
(a) has been appointed to perform the functions described in clause 4.1 (4) (b) or (c) of the Act in respect of the construction of a building described in Sentence 1.3.3.4.(4) to which the certificate applies,
(b) has, in conformity with the Act, this Code and the quality management plan described in Clause 3.4.3.2.(1)(d), carried out the applicable functions for which the registered code agency was appointed, and
(c) is satisfied on reasonable grounds that, on the date on which the certificate for the occupancy of a building described in Sentence 1.3.3.4.(4) of Division C is issued, the construction of the building to which the certificate relates is in compliance with Clauses 1.3.3.4.(5)(a) to (j).
236. Clause 3.7.6.3.(2)(b) of Division C of the Regulation is amended by striking out “Sentences 3.7.4.2.(3) and (4)” at the end and substituting “Sentences 3.7.4.2.(3), (4) and (5)”.
237. Subclause 3.7.7.1.(1)(a)(i) of Division C of the Regulation is amended by striking out “subsection 14 (2) of the Act” at the end and substituting “section 14 of the Act”.
238. Article 4.1.1.1. of Division C of the Regulation is amended by adding the following Sentence:
(4) Despite the repeal of section 9 of the Act, the chief building official or a registered code agency continues to have the powers set out in that section, as it read immediately before subsection 2 (4) of Schedule 21 to the Good Government Act, 2009 comes into force, with respect to construction to which Sentence (1) applies, and they may exercise those powers subject to the conditions referred to in subsection 9 (3) of the Act.
239. Section 4.1. of Division C of the Regulation is amended by adding the following Subsection:
4.1.4. Transition, January 2012
4.1.4.1. Transition Rule
(1) Sentence 9.7.1.7.(1) and Subsection 9.25.3. of Division B and Sentence 1.3.5.1.(2) of Division C as they read on December 31, 2011 continue to apply with respect to construction for which a permit has been applied for before January 1, 2012.
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
(2) Subsections 222 (1) to (3) come into force on the day subsection 2 (2) of Schedule 21 to the Good Government Act, 2009 comes into force.
(3) Subsection 7 (8) and section 223 come into force on the day subsection 2 (3) of Schedule 21 to the Good Government Act, 2009 comes into force.
(4) Section 238 comes into force on the day subsection 2 (4) of Schedule 21 to the Good Government Act, 2009 comes into force.
(5) Sections 23, 26 and 31, subsection 32 (2), sections 36, 40, 45, 46 and 48 and subsection 214 (2) come into force on April 1, 2010.
(6) Section 114 comes into force on January 1, 2011.
(7) Subsection 7 (3) and sections 134, 180, 224 to 230, 235 and 239 come into force on January 1, 2012.