Simpson Strong-Tie Hanger

• Time-saving PAN nailing
• Features two face nails to allow for a higher uplift
• Cost-effective solution for standard 90º connections in comparison to welded hangers

• 16 gauge 

• Galvanized

• Because these hangers are fully die-formed, they cannot be modified. However, these models will normally accommodate a skew of up to 5°.

• Use all specified fasteners. Verify that the header can take the required fasteners specified in the table.
• See product-specific installation drawings.
• Closed PAN nail holes may be used for increased uplift capacity. See Optional Nailing for Increased Uplift table.
• For sloped joists up to 1/4:12, there’s no reduction; from 1/4:12 up to 1/2:12, tests show a 10% reduction in ultimate hanger strength. Local crushing of the bottom flange or excessive deflection may be limiting; check with joist manufacturer for specific limitations on bearing of this type.

Allowable Loads

• Locations are provided for optional nails if additional uplift is needed. Optional uplift nailing requires the addition of properly-secured web stiffeners. See the load tables for minimum required fasteners and allowable uplift loads.
• For attaching to multi-ply headers, refer to technical bulletin Top-Flange Hanger Reductions for Multiple-Ply Headers (T-C-MPLYHEADR).

• Wood Construction Connectors Technical Notes
• General Notes
• Connector Selection Guides

• C-C-2026 (Wood Construction Connectors), pages 183–185
• Top-Flange Hanger Load Tables