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Hurricane and Seismic Ties

H

Roof Truss and Rafter Connectors, Ties, and Straps

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

Designed to provide seismic and wind ties for wood trusses or joists-to-CFS walls, this versatile line may be used for general purposes, strongback attachments, and as all-purpose ties where one member crosses another.

HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to steel top plates.

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
  • H1 can be installed with flanges facing inward (reverse of H1 installation illustration 1)
  • Hurricane ties do not replace solid blocking
  • H3 and H6 ties are only shipped in equal quantities of rights and lefts

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

    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. Allowable loads on wood have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other load duration factors govern.
  2. Hurricane Ties are shown installed on the outside of wall for clarity. Installation inside of wall is acceptable. For Continuous Load Path, connections must be on same side of wall.
  3. When cross-grain bending or cross-grain tension cannot be avoided, mechanical reinforcement to resist such force should be considered.
  4. H10S connectors can be installed 3/4" (max.) from the center of the vertical stud per the in-line framing specifications of the AISI General Provisions for reduced uplift of 890 lb., provided that the screw edges are met.
  5. See more information on Simpson Strong-Tie fasteners.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
H1 ESR-2613 ESR-2523 ESR-3096 RR25718 RR25910 FL10456
H10S ER-102 ER-112 RR25814 FL10446
H2A ER-102 ER-112 RR25814 FL10446
H3 ESR-2613 ESR-2523 RR25718 FL10456
H6 ESR-2613 ESR-2523 RR25718 FL10456
H7Z ESR-2613 ESR-2523 RR25718 FL10456
HS24 ESR-2613 ESR-2523 RR25718 FL10456

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
H1
H1
DWGDXF
H1 front view
DWG DXF
H1 left view
DWG DXF
H1 right view
DWG DXF
H1 top view
DWG DXF
AC4 and H1
DWG DXF
High Wind-Resistant Construction D129: Load Path Installation Considerations: Overlapping Connectors
DWG DXF
High Wind-Resistant Construction D4: Truss/Rafter to Wood Double Top Plates
DWG DXF
H1
DWG DXF
Truss/Rafter to CMU View 2
DWG DXF
H10S
H10S
DWGDXF
H10S front view
DWG DXF
H10S left view
DWG DXF
H10S right view
DWG DXF
High Wind-Resistant Construction D131: Load Path Installation Considerations: Overlapping Connectors
DWG DXF
High Wind-Resistant Construction D20: Post-Installed Truss/Rafter to Masonry/Concrete
DWG DXF
High Wind-Resistant Construction D39: Truss/Rafter Directly to Stud
DWG DXF
H2
H2
DWGDXF
H2 front view
DWG DXF
H2 left view
DWG DXF
H2 right view
DWG DXF
H2 top view
DWG DXF
H2
DWG DXF
Top Plate to Stud Connectors
DWG DXF
H2.5
H2.5
DWGDXF
H2.5 front view
DWG DXF
H2.5 left view
DWG DXF
H2.5 right view
DWG DXF
H2.5 top view
DWG DXF
H2.5
DWG DXF
Sill Plate to Foundation Connections
DWG DXF
Stud to Band Joist Connections
DWG DXF
Top Plate to Stud Connectors
DWG DXF
Truss/Rafter to Wood Top Plate 1
DWG DXF
Truss/Rafter to Wood Top Plate 2
DWG DXF
H2A
H2A
DWGDXF
H2A front view
DWG DXF
H2A left view
DWG DXF
H2A right view
DWG DXF
H2A top view
DWG DXF
High Wind-Resistant Construction D130: Load Path Installation Considerations: Overlapping Connectors
DWG DXF
High Wind-Resistant Construction D40: Truss/Rafter Directly to Stud
DWG DXF
H3
H3
DWGDXF
H3 front view
DWG DXF
H3 left view
DWG DXF
H3 right view
DWG DXF
H3 top view
DWG DXF
High Wind-Resistant Construction D34: Truss/Rafter to Single Top Plate
DWG DXF
High Wind-Resistant Construction D35: Truss/Rafter to Single Top Plate
DWG DXF
H3
DWG DXF
Truss/Rafter to CMU View 1
DWG DXF
H6
H6
DWGDXF
H6 front view
DWG DXF
H6 left view
DWG DXF
H6 right view
DWG DXF
H6 top view
DWG DXF
H6
DWG DXF
H6
DWG DXF
H7ZNone
High Wind-Resistant Construction D40: Truss/Rafter Directly to Stud
DWG DXF