
H Seismic And Hurricane Ties / LTA2 Lateral Truss Anchor
for Masonry
The Hurricane Tie series features various configurations of wind and seismic ties for trusses and rafters.
The H10S provides a high capacity connection from truss/rafter to wall. Also suitable for wood-to-wood applications.
The HM9 is designed to retrofit roof truss/rafters for block construction. The HM9 hurricane tie provides high uplift and lateral capacity using Simpson Strong-Tie® concrete fasteners.
The presloped 5/12 seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss heights up to a maximum of 13 1/2". Minimum heel height for H16 series is 4".
The new LTA2 is an embedded truss anchor for grouted CMU and concrete walls that develops high loads with shallow embedment. Designed for 2x4 minimum truss chords, the LTA2 resists uplift and lateral loads parallel and perpendicular to the wall with a minimum heel height requirement.
Features:
Material: See table.
Finish: Galvanized; see Corrosion Information.
Installation:
H Ties:
LTA2:
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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. | ||||||
| H10S | ER-112 | RR25814 | FL11478 | ||||
| H16 | FL11470 | ||||||
| H16-2 | FL11470 | ||||||
| H16-2S | FL11470 | ||||||
| H16S | FL11470 | ||||||
| HGAM10KTA | FL11473 | ||||||
| HM9KT | FL11473 | ||||||
| LTA2 | FL13904 | ||||||
| ORTHOGRAPHIC | PERSPECTIVE | |
| H | None for this model | None for this model |
| 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 |
| H16 | None for this model |
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 High Wind-Resistant Construction D5: Girder/Truss to Wall Framing: DWG | DXF H16: DWG | DXF H16: 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
|
| HGAM10 | None for this model |
Gable End Wall Connection: DWG
| DXF
|
| HGAM10KTA | None for this model |
High Wind-Resistant Construction D103: Gable End to Wall Framing: DWG
| DXF
|
| HM9 | None for this model |
High Wind-Resistant Construction D18: Post Installed Truss/Rafter To Masonry/Concrete: DWG
| DXF
HM9: DWG | DXF |
| HM9KT | None for this model | None for this model |
| LTA2 |
LTA2: DWG | DXF
LTA2 front view: DWG | DXF LTA2 left view: DWG | DXF LTA2 right view: DWG | DXF LTA2 top view: DWG | DXF |
None for this model |
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