
H Hybrid Connectors
Seismic & Hurricane Ties for Wood Truss or Joist to CFS Wall
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:
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| 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
| 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 |
| H7Z | None for this model |
High Wind-Resistant Construction D35: Truss/Rafter to Stud: DWG
| DXF
|
| HS24 | None for this model |
HS24: DWG
| DXF
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