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Hurricane and Seismic Ties

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Hurricane Ties for Masonry

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

The hurricane tie series features various configurations of wind and seismic ties for trusses and rafters.

The H10S provides a high-capacity connection from truss/rafter to wall. Also suitable for wood-to-wood applications.

The HM9 is designed to retrofit roof truss/rafters for block construction. The HM9 hurricane tie provides high uplift and lateral capacity using Simpson Strong-Tie® Titen® 2 concrete and masonry screws.

The presloped seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss height up to a maximum of 13 1/2". Minimum heel height for H16 series is 4".

Material

  • See table

Finish

  • Galvanized. Some models available in stainless steel or ZMAX® coating. See Corrosion Information.

Installation

  • Use all specified fasteners; see General Notes
  • Connectors attached using hex-head Simpson Strong-Tie® Titen® screws
  • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the course
  • Hurricane ties do not replace solid blocking

Options

  • H2.5T, H3 and H6 ties are shipped in equal quantities of right and left versions.
  • HGA10KT: sold as a kit with (10) HGA10 connectors. Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws are included.
  • Additional screws sold separately to install with all SDS25112 screws.

Related Literature

Load Tables

  1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framing anchors are installed on each side of the joist and on the same side of the plate.
  3. Minimum f'c = 2,500 psi and minimum f'm = 1,500 psi.
  4. The HM9KT and HGAM10KTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong-Tie Strong-Drive® SDS Heavy-Duty Connector screws and 2 1/4" and 2 3/4" Titen® 2 screws, respectively. (1 3/4" Titen® 2 screws for concrete installations sold separately.)
  5. See Titen® 2 screw information
  6. Products shall be installed such that the Titen 2 screws and Titen HD® anchors are not exposed to the weather.
  7. HGAM10 F2 loads are for forces into the connector. See illustration 2 "HGAM10 Installed into Masonry" for loads away from the connector.
  8. LTA2 allowable uplift on SP is 1,425 lb. for perpendicular to wall installation and 1,390 lb. for parallel to wall installation.
  9. Fasteners: 10d x 1 1/2" = 0.148" dia. x 1 1/2" long; 8d x 1 1/2" = 0.131" dia. x 1 1/2" long;
      TTN2-25214H = 1/4" x 2 1/4" Titen 2;
      TTN2-25234H = 1/4" x 2 3/4" Titen 2.
      TTN25214H = Titen 1/4" x 2 1/4" and TTN25234H = Titen 1/4" x 2 3/4" may also be used at full table loads.
    See other nail sizes and information.

 

Moisture barrier not shown (typ.)

H16S Installed into Masonry
1 - H16S Installed into Masonry
HGAM10 Installed into Masonry
2 - HGAM10 Installed into Masonry
HM9 Attaching Truss to Masonry
3 - HM9 Attaching Truss to Masonry

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
H10S ER-102 ER-112 RR25814 FL10446
H16 FL11470
H16-2 FL11470
H16-2S FL11470
H16S FL11470
HGAM10KTA FL11473
HM9KT FL11473

Drawings

Part Orthographic Perspective
H10S
H10S Front View
DWG DXF
H10S Left View
DWG DXF
H10S Right View
DWG DXF
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D131: Overlapping Connectors - HWRC D131 Load Path Installation Considerations Overlapping Connectors
DWG DXF
High Wind Resistant Construction Detail D20: Post-Installed Truss/Rafter to Masonry/Concrete - HWRC D20 Post Installed TrussRafter to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D39: Truss/Rafter Directly to Stud - HWRC D39 TrussRafter Directly to Stud
DWG DXF
H16None
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D20: Post-Installed Truss/Rafter to Masonry/Concrete - HWRC D20 Post Installed TrussRafter to MasonryConcrete
DWG DXF
H16 Installed Perspective View
DWG DXF
H16in Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
H16-2None
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load
DWG DXF
H16-2 Installed Perspective View
DWG DXF
H16in Installed Perspective View
DWG DXF
H16-2SNone
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load
DWG DXF
H16in Installed Perspective View
DWG DXF
H16SNone
High Wind Resistant Construction Detail D126: Achieve Twice the Load - HWRC D126 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D127: Achieve Twice the Load - HWRC D127 H Tie installations for Twice the load
DWG DXF
High Wind Resistant Construction Detail D128: Achieve Twice the Load - HWRC D128 H Tie installations for Twice the load
DWG DXF
H16in Installed Perspective View
DWG DXF
H16S Installed on Concrete Wall Perspective View
DWG DXF
HGAM10KTANone
High Wind Resistant Construction Detail D117: Gable End to Wall Framing - HWRC D117 Gable End to Wall Framing
DWG DXF
HGAM10KTA Installed Perspective View - Gable End Wall Connection
DWG DXF
HM9KTNone
High Wind Resistant Construction Detail D20: Post-Installed Truss/Rafter to Masonry/Concrete - HWRC D20 Post Installed TrussRafter to MasonryConcrete
DWG DXF
HM9KT Installed Perspective View
DWG DXF