
H Seismic and Hurricane Ties
The Hurricane Tie series features various configurations of wind and seismic ties for trusses and rafters.
The H2A features an improved design and higher uplift loads to replace the H2. The new H10A has a similar design as the H10 but offers higher uplift capacity.
The H10S provides a high capacity connection from truss/rafter to stud. A flexible nailing pattern allows installation where the stud is offset from the rafter up to 1". Suitable for wood-to-wood and wood-to-CMU/concrete applications.
The H2.5T's truncated design was developed to accommodate trusses with 2x4 bottom chords. The easy to install, five nail pattern is stronger and gets better uplift loads than our popular H2.5 hurricane tie. H1, H10, H10S, H10-2, H11Z and H14 have also been rated for download to provide additional bearing capacity between the truss and wall.
The H16 series has a presloped seat of 5:12 for double trusses.
The presloped 5/12 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" (H16 series). Minimum heel height for H16 series is 4".
The HGA10 attaches to gable trusses and provides good lateral wind resistance. The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to double 2x4 top plates. Double shear nailing allows for higher lateral resistance.
Material: See tables.
Finish: Galvanized. H7Z and H11Z - ZMAX® coating . Some models available in stainless steel or ZMAX® coating; See Corrosion Information.
Installation:
Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate /
Allowable Lateral Parallel to Plate + Design Lateral Perpendicular
to Plate / Allowable Lateral Perpendicular to Plate < 1.0.
The three terms in the unity equation are due to possible directions that exist to generate force on a hurricane tie. The actual number of terms used in the equation for each condition is dependant on designer’s method of calculating wind forces and the utilization of the tie in the structural system.
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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 | |
| H | See specific model numbers for code listings. | ||||||
| H1 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H10 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H10-2 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H10-2Z | ESR-2613 / ESR-2523 * | ||||||
| H10A | ER-112 | RR25814 | FL11478 | ||||
| H10R | NER-499 | ||||||
| H10SS | No code listing: Please contact us for test data. | ||||||
| H10Z | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H11 | No code listing. Please contact us for test data. | ||||||
| H11Z | No code listing: Please contact us for test data. | ||||||
| H14 | ER-112 | RR25814 | FL11478 | ||||
| H15 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H15-2 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H16 | FL11470 | ||||||
| H16-2 | FL11470 | ||||||
| H16-2S | FL11470 | ||||||
| H16S | FL11470 | ||||||
| H1Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H2 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H2.5 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H2.5A | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H2.5AZ | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H2.5SS | FL10456 | ||||||
| H2.5T | ER-112 | RR25814 | FL11478 | ||||
| H2.5Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H2A | ER-112 | RR25814 | FL11478 | ||||
| H2SS | FL10456 | ||||||
| H2Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H3 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H3SS | FL10456 | ||||||
| H3Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H4 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H4SS | FL10456 | ||||||
| H4Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H5 | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H5A | NER-694 | ||||||
| H5SS | FL10456 | ||||||
| H5Z | ESR-2613 / ESR-2523 * | RR25718 | FL10456 | ||||
| H6 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H6Z | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H7 | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H7Z | ESR-2613 / ESR-2523 * | FL10456 | |||||
| H8 | FL11470 | ||||||
| H8SS | No code listing. Please contact us for test data. | ||||||
| H8Z | FL11470 | ||||||
| H9KT | No code listing: Please contact us for test data. | ||||||
| HGA10 | No code listing. Please contact us for test data. | ||||||
| HGA10KT | FL11470 | ||||||
| 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 | |
| H | None for this model | None for this model |
| 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 |
| H10 |
H10: DWG | DXF
H10 front view: DWG | DXF H10 left view: DWG | DXF H10 right view: DWG | DXF |
High Wind-Resistant Construction D114: Load Path Installation Considerations: Overlapping Connectors: DWG
| DXF
H10: DWG | DXF Truss/Rafter to Masonry/Concrete Connectors: DWG | DXF Truss/Rafter to CMU View 2: DWG | DXF Truss/Rafter to Wood Top Plate 1: DWG | DXF Truss/Rafter to Wood Top Plate 2: DWG | DXF High Wind-Resistant Construction D1: Truss/Rafter to Wood Double Top Plates: DWG | DXF High Wind-Resistant Construction D3: Truss/Rafter to Wood Double Top Plates: DWG | DXF |
| H10-2 |
H10-2: DWG | DXF
H10-2 front view: DWG | DXF H10-2 left view: DWG | DXF H10-2 right view: DWG | DXF |
H10-2: DWG
| DXF
|
| H10-2Z | None for this model | None for this model |
| H10A |
H10A: DWG | DXF
H10A front view: DWG | DXF H10A left view: DWG | DXF H10A right view: DWG | DXF H10A top view: DWG | DXF |
None for this model |
| H10R | None for this model | None for this model |
| H10SS | None for this model | None for this model |
| H10Z | None for this model | None for this model |
| H11 | None for this model | None for this model |
| H11Z | None for this model | None for this model |
| H14 |
H14: DWG | DXF
H14 front view: DWG | DXF H14 left view: DWG | DXF H14 right view: DWG | DXF H14 top view: DWG | DXF |
None for this model |
| H15 |
H15: DWG | DXF
H15 front view: DWG | DXF H15 left view: DWG | DXF H15 right view: DWG | DXF H15 top view: DWG | DXF |
H15: DWG
| DXF
Top Plate to Stud Connectors: DWG | DXF High Wind-Resistant Construction D35: Truss/Rafter to Stud: DWG | DXF |
| H15-2 | None for this model | None for this model |
| H16 | None for this model |
H16: DWG
| DXF
H16: DWG | DXF High Wind-Resistant Construction D5: Girder/Truss to Wall Framing: DWG | DXF High Wind-Resistant Construction D18: Post Installed Truss/Rafter To Masonry/Concrete: DWG | DXF High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF |
| H16-2 | None for this model |
H16-2: DWG
| DXF
|
| H16-2S | None for this model | None for this model |
| H16S | None for this model |
H16S On Concrete Wall: DWG
| DXF
|
| H1Z | None for this model | None for this model |
| 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 |
| H2.5A |
H2.5A: DWG | DXF
H2.5A front view: DWG | DXF H2.5A left view: DWG | DXF H2.5A right view: DWG | DXF H2.5A top view: DWG | DXF |
High Wind-Resistant Construction D46: Stud to Sill Plate: DWG
| DXF
H2.5A: DWG | DXF High Wind-Resistant Construction D1: Truss/Rafter to Wood Double Top Plates: DWG | DXF High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF High Wind-Resistant Construction D38: Top Plates to Stud: DWG | DXF |
| H2.5AZ | None for this model | None for this model |
| H2.5SS | None for this model | None for this model |
| H2.5T |
H2.5T: DWG | DXF
H2.5T front view: DWG | DXF H2.5T left view: DWG | DXF H2.5T right view: DWG | DXF H2.5T top view: DWG | DXF |
High Wind-Resistant Construction D2: Truss/Rafter to Wood Double Top Plates: DWG
| DXF
|
| H2.5Z | None for this model | None for this model |
| 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 |
| H2SS | None for this model | None for this model |
| H2Z | None for this model | None for this model |
| 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 |
| H3SS | None for this model | None for this model |
| H3Z | None for this model | None for this model |
| H4 |
H4: DWG | DXF
H4 front view: DWG | DXF H4 left view: DWG | DXF H4 right view: DWG | DXF H4 top view: DWG | DXF |
High Wind-Resistant Construction D46: Stud to Sill Plate: DWG
| DXF
H4 to Joist: DWG | DXF H4 to Stud: DWG | DXF Sill Plate to Foundation Connections: DWG | DXF Truss/Rafter to CMU View 1: DWG | DXF High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF |
| H4SS | None for this model | None for this model |
| H4Z | None for this model | None for this model |
| H5 |
H5: DWG | DXF
H5 front view: DWG | DXF H5 left view: DWG | DXF H5 right view: DWG | DXF H5 top view: DWG | DXF |
H5: DWG
| DXF
H5A: DWG | DXF H5 Top View: DWG | DXF Top Plate to Stud Connectors: DWG | DXF |
| H5A | None for this model | None for this model |
| H5SS | None for this model | None for this model |
| H5Z | None for this model | None for this model |
| 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 |
| H6Z | None for this model | None for this model |
| H7 |
H7: DWG | DXF
H7 front view: DWG | DXF H7 right view: DWG | DXF |
Top Plate to Stud Connectors: DWG
| DXF
|
| H7Z | None for this model |
High Wind-Resistant Construction D35: Truss/Rafter to Stud: DWG
| DXF
|
| H8 |
H8: DWG | DXF
H8 front view: DWG | DXF H8 left view: DWG | DXF H8 right view: DWG | DXF H8 top view: DWG | DXF |
H8 Hip Valley Truss: DWG
| DXF
H8 Plate to I Joist: DWG | DXF H8 Plate to Joist: DWG | DXF H8 Plate to Stud: DWG | DXF H8 Rim Joist to Plate/Stud: DWG | DXF Sill Plate to Foundation Connections: DWG | DXF High Wind-Resistant Construction D1: Truss/Rafter to Wood Double Top Plates: DWG | DXF High Wind-Resistant Construction D9: I-Joists to Wall Framing: Typical H8 Installation (I-Joist to Top Plate): DWG | DXF High Wind-Resistant Construction D38: Top Plates to Stud: DWG | DXF |
| H8SS | None for this model | None for this model |
| H8Z | None for this model | None for this model |
| H9KT | None for this model | None for this model |
| HGA10 |
HGA10: DWG | DXF
HGA10 front view: DWG | DXF HGA10 right view: DWG | DXF HGA10 top view: DWG | DXF |
HGA10: DWG
| DXF
HGA10 on Rim Joist: DWG | DXF |
| HGA10KT | None for this model |
High Wind-Resistant Construction D101: Gable End to Wall Framing: DWG
| DXF
|
| HS24 | None for this model |
HS24: DWG
| DXF
|
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