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MTSM/HTSM Twist Straps

MTSM/HTSM

Twist Straps for Plated Truss

This product's information may differ depending on the category of use. You are currently viewing details related to Twist Straps for Plated Truss. You can also view product information related to the categories of: Twist Straps for Masonry, Roof Truss and Rafter Connectors, Ties, and Straps for Cold-Formed Steel Construction

The MTSM and HTSM offer high-strength truss-to-masonry connections.

Material

  • MTSM — 16 gauge; HTSM — 14 gauge

Finish

  • Galvanized. Some products available in stainless steel and ZMAX® coating. See Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes
  • Installs with hex-head Titen® screws
  • Attach to either side of grouted concrete block with a minimum one #5 rebar horizontal

Related Literature

Load Tables

Typical MTSM20 Installation
  1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  2. Twist straps do not have to be wrapped over the truss to achieve the allowable load.
  3. Minimum edge distance for Titen® screw is 1 1/2".
  4. See full Titen Screw details.
  5. Products shall be installed such that the Titen screws are not exposed to the weather.
  6. Minimum f'm = 1500 psi and f'c = 2500 psi.
  7. Lateral loads apply when on the wall side Titen screws are installed into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole.
  8. FASTENERS: 10d x 1 1/2" = 0.148" dia x 1 1/2" long; TTN2-25134H = 1/4" x 1 3/4" Titen 2; TTN2-25214H = 1/4" x 2 1/4" Titen 2. TTN25134H = Titen 1/4" x 1 3/4" and TTN25214H = Titen 1/4" x 2 1/4" may also be used at full table loads. See other nail sizes and information.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HTSMSee specific model numbers for code listings.
HTSM16 FL11473
HTSM20 FL11473
MTSMSee specific model numbers for code listings.
MTSM16 FL11473
MTSM20 FL11473

Drawings

Part Orthographic Perspective
HTSMNone None
HTSM16
HTSM16
DWGDXF
HTSM16 front view
DWG DXF
HTSM16 left view
DWG DXF
High Wind-Resistant Construction D31: Truss/Rafter Hip to End Wall
DWG DXF
HTSM20
HTSM20
DWGDXF
HTSM20 front view
DWG DXF
HTSM20 left view
DWG DXF
High Wind-Resistant Construction D20: Post-Installed Truss/Rafter to Masonry/Concrete
DWG DXF
MTSMNone
MTSM
DWG DXF
MTSM16
MTSM16
DWGDXF
MTSM16 front view
DWG DXF
MTSM16 left view
DWG DXF
High Wind-Resistant Construction D26: Truss/Rafter Hip to Wall
DWG DXF
High Wind-Resistant Construction D31: Truss/Rafter Hip to End Wall
DWG DXF
MTSM20
MTSM20
DWGDXF
MTSM20 front view
DWG DXF
MTSM20 left view
DWG DXF
High Wind-Resistant Construction D14: I-Joists to Masonry/Concrete
DWG DXF
High Wind-Resistant Construction D20: Post-Installed Truss/Rafter to Masonry/Concrete
DWG DXF