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Truss vs Rafter Span Checker

Pick your city, enter the roof span and see whether a site-built rafter works under the Ontario Building Code tables or whether the roof needs trusses.

Truss vs Rafter Span Checker

Preliminary planning only. This tool does not replace the drawings. The designer or engineer of record and the building permit set govern every size, span and detail.

We frame roofs across Ontario, site-built rafter roofs and engineered truss roofs, set and braced to the drawings. Roof and truss framing. Request a free quote.

Use this tool from any AI assistant

Paste this link into ChatGPT, Claude, Gemini, Copilot, Perplexity or any AI assistant and ask it to read the result.

Change the numbers in the link to match your job. The full list of tools is at /api/tools/.

Where the numbers come from

Timberr Framing crews framing on site in the Greater Toronto Area

Worked example

A Toronto roof spanning 15 ft (4.57 m) with Spruce-Pine-Fir No. 1 and No. 2 rafters at 400 mm. SB-1 gives Ss 0.9 kPa and Sr 0.4 kPa for the City Hall station. S = 0.55 x 0.9 + 0.4 = 0.90 kPa, raised to the 1.0 kPa minimum. In the 1.0 kPa column of Table 9.23.4.2.-F a 2x6 spans 4.45 m, too short, and a 2x8 spans 5.85 m, so a 2x8 rafter at 400 mm is allowed by the table for that span.

Snow columns

Specified snow load STable and column used
Up to 1.0 kPaTable 9.23.4.2.-F, 1.0 kPa
Over 1.0 to 1.5 kPaTable 9.23.4.2.-F, 1.5 kPa
Over 1.5 to 2.0 kPaTable 9.23.4.2.-F, 2.0 kPa
Over 2.0 to 2.5 kPaTable 9.23.4.2.-G, 2.5 kPa
Over 2.5 to 3.0 kPaTable 9.23.4.2.-G, 3.0 kPa
Over 3.0 kPaNot in the tables: engineer or trusses

Last checked 2026-11-09 against the 2024 Ontario Building Code (O. Reg. 163/24) compendium and SB-1 as published on ontario.ca.

This tool is for preliminary planning. The designer or engineer of record and the building permit set govern.

Frequently asked questions

Timberr Framing crews framing on site in the Greater Toronto Area

How is the snow load found?

Article 9.4.2.2. gives the specified snow load as S = Cb x Ss + Sr, where Cb is 0.55 (0.45 if the whole roof width is 4.3 m or less), Ss is the 1-in-50 year ground snow load and Sr the associated rain load from SB-1 Table 2. It is never less than 1 kPa. The tool takes the next table column at or above that load: 1.0, 1.5, 2.0, 2.5 or 3.0 kPa.

What is the span?

The horizontal distance between the inside faces of the supports. Rafter tables measure spans horizontally, and the snow load is on the horizontal projection of the roof, so a steeper pitch does not shorten the span in the table.

When are trusses needed?

When no rafter size in Tables 9.23.4.2.-F and -G spans your roof at the spacing you chose, or the snow load is above 3.0 kPa, or the clear span passes 12.2 m. Wood trusses are designed under good engineering practice such as TPIC 2019, and the truss drawings govern (Article 9.23.14.11.).

Why not use roof joists?

Rafters enclose an attic and do not carry a ceiling. Roof joists that carry a ceiling use Tables 9.23.4.2.-D and -E. A roof with a ceiling hung from the rafters is a different case.

Why is my city not listed?

SB-1 warns that snow loads should not be interpolated for unlisted places. The tool lists the cities and towns we serve that appear in SB-1. For any other place, enter Ss and Sr from SB-1 Table 2 yourself.

Is this a quote?

No. It is a planning tool. Contact us with your plans and we will arrange a free site visit.

To see how a roof is laid out, read Roof Pitch and Rafter Length Calculator.

Related: Roof and truss framing, Roof Rafter Span Calculator, Roof Pitch and Rafter Length Calculator.

More free tools are on the framing tools page.

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We frame roofs across Ontario, site-built rafter roofs and engineered truss roofs, set and braced to the drawings.

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Send the drawings, or just the address and what you are building. We will tell you what is missing before we price it.

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