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Where speed meets strength. |
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1. | a.) Loads listed are based on hanger attachment to a Douglas Fir-Larch (DF)/Southern Pine (SP) or Spruce-Pine-Fir (SPF) species of LVL or solid Sawn header. |
b.) Down Load column represents floor loading at 100% duration. Other load durations may apply; refer to the current Simpson Strong-Tie® Wood Construction Connectors catalog for allowable increases. | |
c.) Minimum nail penetration required to achieve loads listed for face mount hangers: 10d common min. penetration = 1-3/4" 16d common min. penetration = 2". | |
d.) THAI hangers require a minimum of 4 top and 2 face nails installed. | |
e.) Uplift loads are based on an SPF joist and have been increased 33% for earthquake and wind loading with no further increase allowed. Reduce according to the code for normal loading criteria like cantilever construction. | |
2. | Hanger height less than 60% of joist height. Potential joist rotation may occur. See Simpson catalog for additional information. |
3. | Top flange hanger configuration and thickness of top flange need to be considered for flush frame conditions. |
4. | Refer to the current Composite Wood Products Connectors catalog for hanger models not shown. |
5. | Joists taller than 14" require lateral restraint at the top chord (or near the top) when used with the THAI hanger. Lateral restraint can be accomplished with filler blocks or blocking. |
6. | When filler blocks are required, the thickness of the filler blocks should provide an outside surface even with the outside edge of the flange. |
7. | All nails shown are common nails unless otherwise noted. |
Attachment to Wood/Steel Beam
To download one of the details below, right-click or Ctrl-click on the link, then choose “Save Target As” or “Save”.
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Attachment to Wood Beam Hanger - DWG / PDF | |
Attachment to Steel Beam Notched - DWG / PDF | ||
Attachment to Steel Beam Hanger - DWG / PDF | ||
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