
PA Strap Tie Holdowns
Wood-to-concrete connectors that satisfy engineering and code requirements.
Material: 12 gauge
Finish: Galvanized or ZMAX® coating .
Installation:
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These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
| Legacy Reports | |||||||
| IAPMO ES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| PA | See specific model numbers for code listings. | ||||||
| PA51 | No code listing: Please contact us for test data. | ||||||
| PA68 | No code listing: Please contact us for test data. | ||||||
* 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 | |
| PA | None for this model |
PA & HPA: DWG
| DXF
PA Stud to Foundation Connection: DWG | DXF |
| PA51 |
PA51: DWG | DXF
PA51 front view: DWG | DXF PA51 left view: DWG | DXF PA51 right view: DWG | DXF |
High Wind-Resistant Construction D54: Stemwall/Crawlspace: DWG
| DXF
High Wind-Resistant Construction D55: Stemwall/Crawlspace: DWG | DXF Girder/Truss to Concrete Connections 1: DWG | DXF Lateral Load Connectors: DWG | DXF PA51: DWG | DXF |
| PA68 |
PA68: DWG | DXF
PA68 front view: DWG | DXF PA68 left view: DWG | DXF PA68 right view: DWG | DXF |
Girder/Truss to Concrete Connections 1: DWG
| DXF
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