HGT Heavy Girder Tiedown
On This Page
Girder Tiedowns for Masonry
This product's information may differ depending on the category of use. You are currently viewing details related to Girder Tiedowns for Masonry. You can also view product information related to the categories of: Girder Tiedowns, Girder Tiedowns for Plated Truss
Product Details
The HGT is a connector designed for high-load masonry applications that are typically installed prior to roof sheathing. This heavy girder tiedown allows flexible installation and can straddle the heel while anchoring on both sides of the truss. The HGT is suitable for trusses with top chord slopes up to 8/12.
Key Features
- Crescent washers supplied to allow for adjustability during installation
- Load rated to resist high-wind forces
Material
- 7 gauge
Finish
- Simpson Strong-Tie gray paint
Installation
- Use all specified fasteners; see General Notes
- When the HGT-3 is used with a two-ply girder or beam, shimming is required and must be fastened to act as one unit
- Attach to grouted concrete block with a minimum one #5 rebar horizontal in the top lintel block
Related Links
Catalog Pages
Related Literature
Product Information Table
| Model No. | Description | Ga. | W (in.) | H (in.) | Coating/Material | Packaging Qty. |
|---|---|---|---|---|---|---|
| HGT-2 | 2-ply width | 7 | 3 5/16 | 3 5/8 | Simpson Strong-Tie Gray Paint | 1 |
| HGT-3 | 3-ply width | 7 | 4 5/16 | 3 5/8 | Simpson Strong-Tie Gray Paint | 1 |
| HGT-4 | 4-ply width | 7 | 6 9/16 | 3 5/8 | Simpson Strong-Tie Gray Paint | 1 |
Load Tables
- Attached members must be designed to resist applied loads.
- Concrete shall have a minimum compressive strength of f'c = 2,500 psi.
- Grout-filled CMU (GFCMU) shall have a minimum compressive strength of f'm = 1,500 psi.
- To achieve the loads listed for the HGT, install SET-XP® anchoring adhesive anchorage into a 8"-wide concrete tie-beam or grouted and reinforced CMU bond beam with a minimum embedment depth of 12". Vertical reinforcement may be required to transfer the loads per designer. Alternate anchorage may be determined by designer.
- Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
- Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
