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H Hybrid Connectors
Seismic & Hurricane Ties for Wood Truss or Joist to CFS Wall

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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. Selected products available in stainless steel or ZMAX®. See Corrosion Information.

Installation:


top Gallery:
  roll over images below to see larger image
 
H1 HS24
U.S. Patent 5,603,580
H2 H2.5
H3 H6 H7Z  

top Gallery, Installed:
  roll over images below to see larger image
 
1.
H1 Installation
2.
H2 Installation
3.
H2.5 Installation
4.
H3 Installation
5.
H6 Stud to Top Plate Installation
6.
H6 Stud to Band Joist Installation
7.
H7Z Installation
8.
HS24 Installation

top Load Table: See code report listings below
Table
  1. Tabulated loads under the 133 and 160 columns have been increased by the wood load duration factor, CD, for seismic and wind loading and may not be increased. They must be reduced when other loads govern. Tabulated loads do not include the 1/3 stress increase.
  2. Loads are based on attachment of cold-formed steel members having a minimum thickness of 33 mil (20 ga).
  3. 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.
  4. When cross-grain bending or cross grain tension cannot be avoided mechanical reinforcement to resist such force should be considered.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
H1  ESR-2613 / ESR-2523 * RR24818 / RR25718 FL10456      
H2  ESR-2613 / ESR-2523 * RR24818 / RR25718 FL10456      
H2.5  ESR-2613 / ESR-2523 * RR24818 / RR25718 FL10456      
H3  ESR-2613 / ESR-2523 * RR24818 / RR25718 FL10456      
H6  ESR-2613 / ESR-2523 *   FL10456      
H7Z  ESR-2613 / ESR-2523 *   FL10456      
HS24  ESR-2613 / ESR-2523 *   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



topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
H1 H1: DWG | DXF
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
H1: DWG | DXF
Truss/Rafter to CMU View 2: DWG | DXF
High Wind-Resistant Construction D3: Truss/Rafter to Wood Double Top Plates: DWG | DXF
H2 H2: DWG | DXF
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: DWG | DXF
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
H3 H3: DWG | DXF
H3 front view: DWG | DXF
H3 left view: DWG | DXF
H3 right view: DWG | DXF
H3 top view: DWG | DXF
H3: DWG | DXF
Truss/Rafter to CMU View 1: DWG | DXF
High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF
H6 H6: DWG | DXF
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 for this model High Wind-Resistant Construction D35: Truss/Rafter to Stud: DWG | DXF
HS24None for this model HS24: DWG | DXF

   
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