Joist Hangers Ontario: Code-Ready Selection, Types & Installation Tips
- Yousef Davari
- Jul 18
- 4 min read
Updated: Oct 19
Joist hangers are essential yet often overlooked components in Ontario’s wood-frame buildings. From backyard decks in Hamilton to second-story additions in Richmond Hill, these metal connectors transfer loads safely and keep joists aligned — all while meeting the Ontario Building Code (OBC 2024, O. Reg. 332/12, Div. B, Part 9, Article 9.23) requirements.
Incorrect selection or installation of joist hangers is a leading cause of framing inspection failures. Contractors, designers, and homeowners across Ontario must understand the structural and code-related role of these connectors to ensure safe, long-lasting construction.
What Do Joist Hangers Actually Do in Ontario Homes?

In wood construction, Joist hangers:
Carry vertical and lateral loads
Prevent sagging and shifting
Ensure compliance with OBC 2024, Div. B, Part 9, Article 9.23
Beyond simply holding joists, these connectors maintain a continuous load path — transferring shear and bearing forces from the joist to its supporting member. Each hanger’s performance is verified through ASTM D7147 testing, which evaluates shear, bearing, and uplift capacities.
Municipal inspectors often flag issues such as missing fasteners, corrosion-prone materials, or incorrect hanger types, especially in high-moisture areas like decks, garages, or basements.
Load Transfer and Capacity Testing (ASTM D7147)
Joist hangers resist loads through:
Bearing at the seat
Shear in the fasteners
ASTM D7147 establishes the specified capacities of the connector under cyclic and sustained loading. Engineers use these published capacities in CSA O86 calculations to verify that factored resistance exceeds the applied factored load. Proper design ensures:
Adequate bearing area under the joist seat
Sufficient fastener shear strength
Alignment to maintain a continuous vertical load path
Consideration of lateral load components and eccentricities
Build with Confidence and Code Compliance
Our engineers provide detailed structural drawings and inspection-ready reviews for all Part 9 and Part 4 framing projects in Ontario.
Ontario Building Code Requirements for Joist Hangers

Under OBC 2024 (Div. B, 9.23.3.5 & 9.23.3.9) and CSA O86:24 – Engineering Design in Wood, joist hangers must:
Provide sufficient bearing area for the supported joist
Use corrosion-resistant finishes: minimum G185 for exterior exposure; HDG or Stainless Steel is required for contact with most preservative-treated lumber (CSA O86 Cl. 12.14.3.3)
Be installed with code-approved fasteners (e.g., 10d nails or engineered screws)
Follow spacing and alignment rules per CSA O86 connection design principles
Designers and engineers cross-check manufacturer tables with CSA O86 load duration factors and fastener equations when preparing permit drawings or verification reports. Local permit interpretations may exceed provincial code requirements in exposed or coastal areas.
Types of Joist Hangers and Their Structural Use

Installing Joist Hangers Correctly in Ontario

Incorrect installation is a common deficiency in framing inspections. To ensure correct installation:
Use manufacturer-approved 10d nails or structural screws
Fill all pre-punched holes in the hanger flange
Ensure a tight joist-to-seat fit with no gaps or twisting
Avoid interior-rated hangers outdoors or in contact with treated wood
Install web stiffeners for I-joists unless exempted
Pro Tip: Match fastener and hanger materials to prevent galvanic corrosion. Mixing stainless and galvanized components can reduce connection capacity over time.
Design Checklist:
Verify joist size, spacing, and bearing conditions
Confirm continuous load path and point-load locations
Select an appropriate hanger type for orientation and support conditions
Specify correct corrosion hardware (e.g., HDG/Stainless for treated wood per CSA O86)
Use manufacturer-approved fasteners (no drywall screws!)
Install web stiffeners for I-joists per CSA O86 or manufacturer's instructions
Reference OBC 2024 and CSA O86 in structural drawings
Ensure Your Framing is Structurally Sound
Our professional team provides code-compliant drawings and reviews for Part 9 and Part 4 framing connections.
FAQ
1. How does ASTM D7147 testing affect design capacity?
ASTM D7147 establishes the specified shear, bearing, and uplift capacities of a connector. Engineers use these published capacities within the CSA O86 design framework to verify that the connection can resist factored loads.
2. Can I use G90 hangers on a deck?
No. G90 galvanization is for dry, interior applications and should never contact preservative-treated wood. Minimum G185 is required for treated lumber, with HDG or Stainless Steel recommended for long-term durability (CSA O86 Cl. 12.14.3.3).
3. What’s the typical load reduction for skewed or sloped hangers?
Typically 25–40%, depending on the angle and manufacturer specifications.
4. When do I need a professional engineer’s review?
Any connection that is non-prescriptive under OBC Part 9 (e.g., unusual spacing, loads, or framing materials) falls under OBC Part 4 and requires an engineer's review and sign-off.
Final Thoughts: It’s Not “Just a Hanger”

Joist hangers are engineered load-transfer devices critical for structural safety. Correct selection and installation — verified by design professionals and guided by OBC 2024 and CSA O86 — ensures:
Safer framing
Smoother inspections
Stronger long-term performance
Whether designing a deck in Aurora or a home addition in Brampton, careful joist hanger selection and installation pays off both structurally and financially.
Co-authored by Yousef Davari and Negin Amani.


