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Condition
FH 1.1: Efflorescence (Typically a White Powder Film) Is Present on Concrete or Masonry Foundation Surfaces
Article Type
Freehold
Article Number
1.1
Performance

Efflorescence can occur on concrete and masonry foundation surfaces.

Warranty

None

Action

The builder is not required to take any action.

Condition
FH 1.2: Interior Concrete Surfaces are Powdery
Article Type
Freehold
Article Number
1.2
Warranty Year(s)
One Year
Performance
Concrete surfaces shall be sufficiently hard to prevent powdering which results in exposure of the aggregate.
Warranty
One-Year - Work and Materials · Surface deterioration due to owner-applied substances is excluded from the statutory warranty.
Action
Where powdering occurs exposing the aggregate the concrete surface shall be repaired to provide a hardened surface.
Condition
FH 1.4: Concreate basement floor is cracked
Article Type
Freehold
Article Number
1.4
Warranty Year(s)
One Year
Performance
Cracks resulting from normal shrinkage are acceptable; however, cracks in excess of 4 mm in width are not acceptable.
Warranty
One-Year - Work and Materials · Cracks resulting from normal shrinkage of materials caused by drying after construction are excluded from the statutory warranty.
Action
Cracks in excess of the acceptable condition shall be repaired.
Condition
FH 1.5: Concrete Floor Slab-on-Ground Has settled in a Finished area
Article Type
Freehold
Article Number
1.5
Warranty Year(s)
One Year
Performance
At the perimeter of rooms, concrete floor slabs shall not settle more than 12 mm from their original position.
Warranty
One-Year - Work and Materials
Action
Slabs that settle more than the acceptable condition shall be repaired.
Condition
FH 1.6: No reinforcement in basement concrete slab
Article Type
Freehold
Article Number
1.6
Warranty Year(s)
One Year
Performance
Unless the slab is specifically intended and designed to be a structural slab, reinforcing or mesh is not required.
Warranty
One-Year - Work and Materials. Seven-Year - Major Structural Defect
Action
Where a structural slab is not reinforced as required by the design, repairs shall be made; otherwise no action is required.
Condition
FH 1.9: Exposed Cast-In-Place Concrete Foundation Wall Has Holes In Surface
Article Type
Freehold
Article Number
1.9
Warranty Year(s)
One Year
Performance

The exterior portion of foundation walls exposed to view above grade shall have no holes (including “honeycombing”) larger than 50 mm in diameter or 25 mm deep.

Warranty

One-Year – Work and Materials

Action

Walls with holes exceeding the acceptable condition shall be repaired.

Condition
FH 1.12: Basement Wall or Floor is Damp
Article Type
Freehold
Article Number
1.12
Performance
Dampness on wall or floor surfaces caused by capillary transport or condensation of water vapour may occur. Only actual water penetration through an opening in the wall or floor may be covered by the statutory warranty.
Warranty
None. · Damage caused by dampness or condensation due to failure by the homeowner to maintain adequate ventilation is excluded from the statutory warranty.
Action
No action by the builder is required.
Condition
FH 1.14: Water Leakage Through Basement Floor Slab
Article Type
Freehold
Article Number
1.14
Warranty Year(s)
Two Year
Performance

Basement floor slabs shall allow no water penetration.

Warranty

Two-Year - Basement Water Penetration. Water leakage resulting from improper maintenance, exterior grade alterations made by the homeowner, an act of God or failure of municipal services or other utilities is excluded from the statutory warranty. Secondary damage to property or any personal injury resulting from the water penetration is also excluded from the statutory warranty.

Action

Defects resulting in water penetration through the basement floor slab shall be repaired. Subsurface investigation may be required.

Condition
FH 1.15: Brush Coating on Above Grade Poured Concreate Foundation Wall is Falling Off
Article Type
Freehold
Article Number
1.15
Warranty Year(s)
One Year
Performance
Performance/Condition:Hairline cracks are normal in brush coated surfaces; brush coating that is separating from the concrete foundation is not acceptable.
Warranty
One-Year. Work and Materials. · Cracks resulting from normal shrinkage of materials due to normal drying after construction are not covered by the statutory warranty.
Action
Brush coating not meeting the acceptable condition shall be repaired.
Condition
FH 1.16: Basement Floor Drain is Too High
Article Type
Freehold
Article Number
1.16
Warranty Year(s)
One Year
Performance
Basement floor drains shall facilitate water drainage.
Warranty
One-Year Work and Materials One-Year Ontario Building Code Defects in materials, design and work supplied by the owner, secondary damage caused by defects such as property damage and personal injury, damage resulting from improper maintenance, alteration, deletions or additions made by the owner, or damage caused by municipal services or other utilities are excluded from the statutory warranty.
Action
Basement floor drains not meeting the acceptable condition shall be repaired.
Condition
FH 1.19: Radon Exceeds Acceptable Levels
Article Type
Freehold
Article Number
1.19
Warranty Year(s)
One Year
Performance
Radon levels in a home shall not exceed 200 Becquerels per cubic metre (Bq/m3).
Warranty
One-Year – Workmanship & Materials Two-Year – Ontario Building Code Health and Safety Violations Seven-Year – Major Structural Defect • A complete list of “CONDITIONS NOT COVERED UNDER WARRANTY” is on p.15 of the Guidelines.
Action
Where long-term test results indicate that radon levels in a home exceed 200 Becquerels per cubic metre (Bq/m3) and are the result of a Building Code violation or a defect in work or materials supplied by the builder, repairs shall be made.
Condition
FH 2.1: Wood Joist, Beam Or Post Is Split, Checked Or Cupped
Article Type
Freehold
Article Number
2.1
Warranty Year(s)
One Year
Performance
Performance/Condition:Load-bearing wood framing members that have splits checks, or are cupped due to normal drying are acceptable if the beams and posts have been sized according to the Building Code and no structural deficiency exists. Where wood beams or posts are also intended to be decorative, splits and checks resulting from normal shrinkage are acceptable.
Warranty
One-Year - Work and Materials. Seven-Year - Major Structural Defect. · Splits checks, and cupping resulting from normal shrinkage caused by drying after construction are excluded from the statutory warranty.
Action
Splits and checks not meeting the acceptable performance shall be repaired
Remarks

Efflorescence is the formation of a typically white crystalline deposit on the surface of concrete or masonry foundation surfaces when moisture evaporates from the surface. Efflorescence can be removed using a stiff bristle brush and water. See Also: 4.17 EFFLORESCENCE (TYPICALLY A WHITE POWDERY FILM) IS PRESENT ON MASONRY EXTERIOR FINISHES

Remarks
Some dusting of the concrete surface may normally occur; however, where the aggregate becomes exposed the condition is considered excessive. The colour and texture of a repaired area may not match the surrounding concrete.
Remarks
Generally, concrete floor slabs are not structural. Concrete floors naturally crack during curing due to shrinkage. Actual crack widths shall be determined using a wire feeler gauge* inserted inside the crack. Since the concrete floor slabs do not have to carry the load of the building, shrinkage cracks are generally considered aesthetic. Where vertical or lateral movement is evident, further investigation may be required. Where repairs are necessary, colour and/or texture will not match the surrounding concrete. See Also: 14.2 CONCRETE GARAGE FLOOR IS CRACKED. * Because it is of a manufactured, set size, an Allen Wrench/Key may be used as a wire feeler gauge.
Remarks
None
Remarks
Concrete slabs in basements shall conform to the Building Code. Reinforcing of concrete slabs is not usually necessary unless unusual design or construction conditions are encountered. See Also: 14.3 NO REINFORCEMENT IN GARAGE SLAB.
Remarks

It is impossible to completely eliminate all surface voids. At the builder’s discretion a brush coat may be applied. The colour and texture of a repaired area may not match the surrounding concrete. See item 1.15 “Brush coating on above grade poured concrete foundation wall is falling off”

Remarks
Condensation can occur during peak seasonal weather patterns. The homeowner should immediately reduce the moisture levels to prevent harm to property. Dampness can be reduced by using a dehumidifier or by increasing the amount of ventilation to the area. See Also: 1.13 FOUNDATION WALL LEAKS 1.14 WATER LEAKAGE THROUGH BASEMENT FLOOR SLAB
Remarks

Only actual water leakage through the floor slab resulting in an accumulation of water is warranted; dampness or condensation is not considered a warranted condition. The homeowner must take immediate steps to prevent damage to their property and report any losses to their home insurance provider. A thorough site investigation prior to construction and during excavation will assist in determining whether groundwater levels may adversely affect the use of the building. See Also: 1.12 BASEMENT WALL OR FLOOR IS DAMP

Remarks
Brush coating is not an OBC requirement and absence of brush coating is not a warranted issue. Brush coating is a concrete slurry sometimes applied over poured concrete foundation walls to provide a more uniform finish. Some variation in the colour or texture is acceptable. For surface finishes of exposed cast-in-place concrete foundation wall refer to 1.10. See Also: 1.8 PARGING (NOT BRUSH COATING) IS FALLING OFF ABOVE GRADE
Remarks
Basement concrete floors (slabs) are generally sloped towards a floor drain in order to facilitate water drainage in the event of accidental flooding. The location of the floor drain should be at the lowest point, but may not necessarily be located conveniently to facilitate drainage over the entire floor area. Localized ponding is acceptable. Basement floor drains and grates shall remain clear and unobstructed at all times, and should be inspected and cleaned of obstructions as part of regular home maintenance.
Remarks
Radon is an invisible, odourless and tasteless radioactive gas commonly found in soil. Differences in air pressure between the interior of the home and the surrounding soil can draw air and gases, including radon, from the soil into the home through below-grade openings such as cracks in foundation walls and floor slabs; construction joints; gaps around service pipes, support posts, floor drains, sumps; or cavities within masonry walls and hollow metal columns. According to Health Canada, long-term exposure to high levels of radon has been associated with an increased risk of developing lung cancer. When radon is trapped in enclosed spaces, it can accumulate to harmful concentration levels. Health Canada recommends that indoor radon levels not exceed 200 Becquerels per cubic metre (Bq/m3). Soil gas control requirements are outlined in the Building Code and detailed in its Supplementary Standard SB-9, “Requirements for Soil Gas Control.” A warranty claim for radon shall include the results of a long-term test (91 days or more). Tests shall be conducted in the lowest level of the home. Testing shall be completed using an approved do-it-yourself radon test kit or by hiring a certified radon mitigation professional. For a list of approved devices and certified professionals, please see Health Canada’s national initiative “Take Action on Radon.” Radon is an environmentally harmful substance and, depending on the radon levels within the home, it may qualify as an emergency situation. For information about the warranty process for emergency situations, please visit Tarion’s website. For additional information about radon, please visit Health Canada’s website. Notes Words in italics are defined in the “TERMINOLOGY” section on page 19. This article was added to the CPG on May 24, 2024, and reflects Tarion’s process, which has been in effect since 2013.
Remarks
Wood beams and posts are timbers that are solid-sawn and at least 114 mm (41/2") in their smallest dimension. Some characteristics of drying wood, such as splitting and checking, are beyond the control of the builder and cannot be prevented. Splitting and checking may be an aesthetic issue rather than a structural problem. See Also: 14.23 TWISTING OF OPEN-END BEAMS

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