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LTA1, S/HGAM10 and H10S Seismic
& Hurricane Ties
The LTA1 develops high uplift at a minimum heel height. Great in areas where a strap over the heel is not required. The side tab acts as a locator in the masonry block and the four embedded hooks provide for a positive bond in the concrete grout.
The H10S and the S/HGAM10 attaches to truss joist and provides good uplift resistance.
LTA1 Discontinued in 2010
The LTA1 will be phased out beginning in 2010. Simpson Strong-Tie recommends substituting LTA2 for this item. Click here for information on the LTA2.Material: See table
Finish: Galvanized
Installation:
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| Legacy Reports | |||||||
| IAPMO UES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| H10S | ER-112 | RR25814 | FL11478 | ||||
| LTA1 | No code listing. Please contact us for test data. | ||||||
| S/HGAM10 | No code listing. Please contact us for test data. | ||||||
| S/HGAM10KT | No code listing: Please contact us for test data. | ||||||
| ORTHOGRAPHIC | PERSPECTIVE | |
| 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 |
| LTA1 | None for this model | None for this model |
| S/HGAM10 |
S/HGAM10: DWG | DXF
S/HGAM10 front view: DWG | DXF S/HGAM10 left view: DWG | DXF S/HGAM10 right view: DWG | DXF S/HGAM10 top view: DWG | DXF |
None for this model |
| S/HGAM10KT | None for this model | None for this model |
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