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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 H3  
   
H6 H7Z H10S  

top Gallery, Installed:
  roll over images below to see larger image
 
 
1.
H1 Installation 		2.
H2 Installation
(H2A similar)		 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		 9.
H10S Installation		  

top Load Table: See code report listings below
Table
  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. Loads are based on attachment of coldformed steel vertical stud 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.
  5. H10S can have an offset of maximum 3/4" from the center of the CFS vertical stud based on AISI General Provisions Standard Section C1 (In-Line Framing) for a reduced uplift of 890 lbs. (DF/SP) and 765 lbs. (SPF) provided all edge distances are met.

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 * / ESR-3096 RR25718 / RR25910 FL10456    
H10S ER-112   RR25814 FL11478    
H2  ESR-2613 / ESR-2523 * RR25718 FL10456    
H2.5  ESR-2613 / ESR-2523 * / ESR-3096 RR25718 / RR25910 FL10456    
H2A ER-112   RR25814 FL11478    
H3  ESR-2613 / ESR-2523 * RR25718 FL10456    
H6  ESR-2613 / ESR-2523 *   FL10456    
H6  ESR-2613 / ESR-2523 *   FL10456    
H7Z  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



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® 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
High Wind-Resistant Construction D3: Truss/Rafter to Wood Double Top Plates: DWG | DXF
H1: DWG | DXF
Truss/Rafter to CMU View 2: DWG | DXF
H10S H10S: DWG | DXF
H10S front view: DWG | DXF
H10S left view: DWG | DXF
H10S right view: DWG | DXF
High Wind-Resistant Construction D116: Load Path Installation Considerations: Overlapping Connectors: Solution: DWG | DXF
High Wind-Resistant Construction D18: Post Installed Truss/Rafter To Masonry/Concrete: DWG | DXF
High Wind-Resistant Construction D34: Truss/Rafter to Stud: 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
H2A H2A: DWG | DXF
H2A front view: DWG | DXF
H2A left view: DWG | DXF
H2A right view: DWG | DXF
H2A top view: DWG | DXF
High Wind-Resistant Construction D115: Load Path Installation Considerations: Overlapping Connectors: Solution: DWG | DXF
High Wind-Resistant Construction D35: Truss/Rafter to Stud: 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
High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF
H3: DWG | DXF
Truss/Rafter to CMU View 1: 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

   
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Catalog Pages (PDFs):
Order free catalogs by mail
C-CFS10 (Cold-Formed Steel Connectors), page 71
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High Wind Resistance (Wood Construction)
Architectural Products Group (Wood Construction)
Hurricane Ties - Concrete and Masonry (Wood Construction)
Straps and Ties (Cold-Formed Steel)
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Fliers (PDFs):
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