
LTA1 & S/HGAM10 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 S/HGAM10 attaches to trusses and provides good uplift resistance.
Material: See table
Finish: Galvanized
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 | |
| LTA1 | FL11473 | ||||||
| S/HGAM10 | No code listing. Please contact us for test data. | ||||||
| S/HGAM10KT | No code listing: Please contact us for test data. | ||||||
| ORTHOGRAPHIC | PERSPECTIVE | |
| LTA1 |
LTA1: DWG | DXF
LTA1 front view: DWG | DXF LTA1 right view: DWG | DXF LTA1 top view: DWG | DXF |
High Wind-Resistant Construction D21: Girder/Truss To Masonry/Concrete: DWG
| DXF
LTA1: DWG | DXF |
| 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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