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LTS/MTS/HTS Twist Straps
Twist straps provide a tension connection between two members. They resist uplift at the heel of a truss economically. The 3" bend section eliminates interference at the transition points between steel members.
Material: See table.
Finish: Galvanized. Some products available in stainless steel and ZMAX®; see Corrosion Resistance.
Installation: Use all specified fasteners. See General Notes.
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top Code Reports (PDFs): next topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."ORTHOGRAPHIC | PERSPECTIVE | |
| HTS | None for this model | None for this model |
| HTS16 | None for this model | None for this model |
| HTS20 |
HTS20: DWG | DXF
HTS20 front view: DWG | DXF HTS20 left view: DWG | DXF HTS20 right view: DWG | DXF |
None for this model |
| HTS24 | None for this model | None for this model |
| HTS28 | None for this model | None for this model |
| HTS30 | None for this model | None for this model |
| HTS30C | None for this model | None for this model |
| LTS | None for this model |
LTS: DWG
| DXF
LTS CFS: DWG | DXF Top Plate to Stud Connectors: DWG | DXF |
| LTS12 |
LTS12: DWG | DXF
LTS12 front view: DWG | DXF LTS12 left view: DWG | DXF LTS12 right view: DWG | DXF |
High Wind-Resistant Construction D58: Pile/Girder to Wall: DWG
| DXF
Pile to Girder Connectors 1: DWG | DXF |
| LTS16 | None for this model |
Pile to Girder Connectors 1: DWG
| DXF
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| LTS18 |
LTS18: DWG | DXF
LTS18 front view: DWG | DXF LTS18 left view: DWG | DXF LTS18 right view: DWG | DXF |
None for this model |
| LTS20 |
LTS20: DWG | DXF
LTS20 front view: DWG | DXF LTS20 left view: DWG | DXF LTS20 right view: DWG | DXF |
None for this model |
| MTS | None for this model |
High Wind-Resistant Construction D117: Load Path Installation Considerations: Overlapping Connectors: Solution: DWG
| DXF
High Wind-Resistant Construction D8: I-Joists to Wall Framing: MTS Installation as an I-Joist to Top Plate Tie: DWG | DXF MTS: DWG | DXF |
| MTS12 |
MTS12: DWG | DXF
MTS12 front view: DWG | DXF MTS12 right view: DWG | DXF |
High Wind-Resistant Construction D58: Pile/Girder to Wall: DWG
| DXF
High Wind-Resistant Construction D1: Truss/Rafter to Wood Double Top Plates: DWG | DXF High Wind-Resistant Construction D24: Truss/Rafter Hip To Wall: DWG | DXF High Wind-Resistant Construction D35: Truss/Rafter to Stud: DWG | DXF High Wind-Resistant Construction D38: Top Plates to Stud: DWG | DXF Floor to Floor Connections: DWG | DXF Pile to Girder Connectors 1: DWG | DXF MTS12 Single: DWG | DXF MTS12 Double: DWG | DXF Stud to Band Joist Connections: DWG | DXF Stud to Band Joist Connections Version 2: DWG | DXF Top Plate to Stud Connectors: DWG | DXF Truss/Rafter to Wood Top Plate 1: DWG | DXF |
| MTS16 | None for this model |
High Wind-Resistant Construction D57: Pile/Girder to Wall: DWG
| DXF
High Wind-Resistant Construction D59: Pile/Girder to Wall: DWG | DXF Floor to Floor Connections: DWG | DXF Floor to Floor Connections: DWG | DXF Lateral Load Connectors: DWG | DXF Pile to Girder Connectors 1: DWG | DXF Pile to Girder Connectors 2: DWG | DXF |
| MTS18 |
MTS18: DWG | DXF
MTS18 front view: DWG | DXF MTS18 right view: DWG | DXF |
None for this model |
| MTS20 |
MTS20: DWG | DXF
MTS20 front view: DWG | DXF MTS20 right view: DWG | DXF |
High Wind-Resistant Construction D43: Floor to Masonry/Concrete: DWG
| DXF
Truss/Rafter to Masonry/Concrete Connectors: DWG | DXF |
| MTS24C | None for this model | None for this model |
| MTS30 |
MTS30: DWG | DXF
MTS30 front view: DWG | DXF MTS30 right view: DWG | DXF |
High Wind-Resistant Construction D10: I-Joists to Wall Framing: MTS30 to Studwall Installation: DWG
| DXF
High Wind-Resistant Construction D11: I-Joists to Wall Framing: MTS to Studwall Installation: DWG | DXF MTS30: DWG | DXF MTS30 Stud to Truss: DWG | DXF |
| MTS30C | None for this model | None for this model |
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