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HTSQ Twist Strap

HTSQ

The HTSQ twist straps provide a tension connection between two wood members and are designed to resist uplift for decks, boardwalks and beams economically. The HTSQ is quicker, easier and more economical to install when compared to bolted straps. HTSQ provides a strong connection with fewer fasteners than nailed HTS straps when incorporating Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws. Strong-Drive SDS screws with a double-barrier coating finish are included with HTSQ straps in a ZMAX® coating. For stainless-steel HTSQ straps, stainless-steel SDS Heavy-Duty Connector screws are provided.

Key Features

  • Quicker and more consistent installation than bolts
  • Better fastener withdrawal resistance than nails
  • Corrosion resistance finish options

Material

  • 14 gauge

Finish

  • ZMAX® coating or stainless steel; see Corrosion Information

Installation

  • Use all specified fasteners; see General Notes

Ordering Information

  • HTSQ in ZMAX® finish sold in kits of 30. When ordering, use HTSQ16ZKT and/or HTSQ20ZKT.

Related Literature

Load Tables

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

  1. Uplift (160) loads have been increased for wind or earthquake loading with no further increase allowed.
  2. Tabulated loads are for a single connector. Multiple connectors may be used when the fasteners do not interfere.
  3. Install four fasteners in each member to achieve full loads. HTSQ20 has (2) extra holes per side to allow for installation flexibility

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HTSQ No code listing. Please contact us for test data.
HTSQ16Z-SDS No code listing. Please contact us for test data.
HTSQ20Z-SDS No code listing. Please contact us for test data.

Drawings

Part Orthographic Perspective
HTSQ16SS-SDS
HTSQ16ZKT Front View
DWG DXF
HTSQ16ZKT Left View
DWG DXF
HTSQ16ZKT Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
HTSQ16SS-SDS Installed Perspective View - Multiple Straps
DWG DXF
HTSQ16ZKT Installed Perspective View Installation
DWG DXF
HTSQ16ZKT Perspective View
DWG DXF
HTSQ16ZKT
HTSQ16ZKT Front View
DWG DXF
HTSQ16ZKT Left View
DWG DXF
HTSQ16ZKT Right View
DWG DXF
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
High Wind Resistant Construction Detail D73: Wall to Pile/Girder - HWRC D73 Wall to PileGirder
DWG DXF
HTSQ16SS-SDS Installed Perspective View - Multiple Straps
DWG DXF
HTSQ16ZKT Installed Perspective View Installation
DWG DXF
HTSQ16ZKT Perspective View
DWG DXF
HTSQ20SS-SDSNone
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
HTSQ16SS-SDS Installed Perspective View - Multiple Straps
DWG DXF
HTSQ20ZKTNone
High Wind Resistant Construction Detail D40: Truss/Rafter Directly to Stud - HWRC D40 TrussRafter directly to stud
DWG DXF
HTSQ16SS-SDS Installed Perspective View - Multiple Straps
DWG DXF