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CSA A123.5-16 – Standard Practice for the Application of Asphalt Shingles on Roofs – is a comprehensive Canadian standard developed by the Canadian Standards Association (CSA Group) to govern the proper field installation of asphalt shingles. It provides complete requirements for substrate preparation, underlayment materials, fastening systems, flashing details, and final shingle placement. The standard is periodically updated to reflect improvements in material science and field experience; the 2016 edition includes clarifications on ice-dam protection, low-slope applications, and fastener corrosion resistance.
Adherence to CSA A123.5-16 is essential for roofing contractors, building inspectors, architects, and homeowners to ensure durable, weather-tight roof assemblies. This article examines the key elements of the standard, with a focus on scope, technical requirements, installation best practices, and compliance pathways.
CSA A123.5-16 applies to the field application of asphalt shingles on roof slopes ≥ 1:6 (approximately 2:12 or greater) for new construction and re-roofing. It covers both organic‑felt and glass‑fibre asphalt shingles, including strip shingles, individual shingles, and interlocking shingles. The standard also addresses low‑slope roofs (1:6 to 1:2) where special ice‑dam and underlayment provisions are required.
Key elements within the scope include:
The standard does not cover built‑up roofing, modified‑bitumen membranes, or synthetic roofing products. It is intended to be used in conjunction with the shingle manufacturer’s written instructions; where a conflict arises, the manufacturer’s requirements take precedence provided they do not violate the minimum performance levels of CSA A123.5-16.
The standard requires the roof deck to be smooth, dry, and free from debris. The minimum allowable slope for standard asphalt shingles is 1:6 (about 2:12). For slopes between 1:6 and 1:2 (2:12 to 6:12), a minimum of two layers of underlayment or a self‑adhering membrane is required on all deck areas to prevent moisture ingress at low slopes.
CSA A123.5-16 specifies underlayment materials conforming to CSA A123.3 (asphalt‑saturated felt) or alternative approved products. The standard’s minimum requirements are summarised in Table 1 below.
| Roof Slope | Underlayment Type | Minimum Number of Layers | Lap Spacing (horizontal) | Lap Spacing (vertical / ridge) |
|---|---|---|---|---|
| ≥ 6:12 (≥26.6°) | No. 15 felt or equivalent | 1 | ≥ 75 mm | ≥ 150 mm |
| < 6:12 but ≥ 2:12 | No. 30 felt or self‑adhering membrane | 2 (felt) or 1 (membrane) | ≥ 150 mm | ≥ 225 mm |
| Any slope with ice‑dam risk | Ice‑dam membrane (self‑adhering) | 1 (as required along eaves) | ≥ 75 mm | ≥ 150 mm |
Table 1 – Underlayment requirements per CSA A123.5-16 based on roof slope and climate considerations.
Fasteners must be hot‑dipped zinc‑coated (galvanised) or stainless steel. The standard requires:
CSA A123.5-16 defines the maximum allowable shingle exposure based on slope and shingle type. For a typical three‑tab strip shingle on a roof ≥ 4:12, the exposure is the distance marked on the shingle (commonly 5 inches or 127 mm). On lower slopes, the exposure must be reduced to ensure a triple‑coverage pattern. The shingles should be offset between courses by a minimum of one tab (approx. 150 mm), and no cutouts should be aligned within two courses.
Valley flashing must be of at least 0.41 mm (26‑gauge) galvanised steel or a proper roll‑valley membrane system. The standard requires open valleys to have a minimum 150 mm wide centre opening, while closed “woven” valleys are allowed only on slopes ≥ 6:12. Every intersection with a wall, chimney, or skylight requires a base flashing (step or continuous) and a counter‑flashing.
Ridge and hip shingles are cut from full shingles or pre‑fabricated. Exposure at the ridge should be approximately one‑half the normal exposure to provide a finished appearance and adequate coverage. The ridge must be ventilated unless an unvented assembly is designed.
When ambient temperatures are below 4 °C, the standard warns that asphalt shingles become brittle and seals may not activate. Recommendations include:
CSA A123.5-16 is a voluntary consensus standard, but it is referenced by the National Building Code of Canada (NBC) and most provincial building codes as an accepted method of installing asphalt shingles. Therefore, compliance is effectively mandatory for installers seeking code acceptance.
Shingles, underlayment, and ice‑dam membranes bearing the CSA mark (or equivalent third‑party listing) verify that the product meets the material requirements of the relevant CSA A123 series standard. The installer must follow the marking and handling directions affixed to each bundle.
During inspection, the building authority will check:
Any deviation from CSA A123.5-16 must be justified by an engineer or documented as a product‑specific exemption.
For re‑roofing over existing shingles, the standard allows an additional layer provided the old roof does not exceed one layer, the deck is sound, and the total added weight is within the structural capacity. Fasteners must be long enough to penetrate at least 19 mm into the deck or sheathing.
For the most accurate and detailed text, readers should obtain the official CSA A123.5-16 document from the CSA Group or its authorised distributor. This article presents a professional summary based on publicly available information and industry experience.
— Published 2026 —