AE Angle Bracket for Cross-Laminated Timber
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Misc. Connectors for Engineered Wood
This product's information may differ depending on the category of use. You are currently viewing details related to Misc. Connectors for Engineered Wood. You can also view product information related to the category: Heavy Angles
Product Details
AE angle brackets are used to connect cross-laminated timber (CLT) wall panels to CLT floors or concrete slabs. A wide variety of fastener and anchor options are available depending on the required loads and application.
Key Features
- Loads provided for screws or power-actuated nails
- All load directions addressed
- Heavy gauge provides high load capacity
- Anchorage to either CLT or concrete
Material
- 11 ga.
Finish
- Galvanized
Installation
- Use all specified fasteners and anchors
- Follow installation images
Related Literature
Product Information Table
| Model No. | Coating/Material | Ga. | W1 (in.) | W2 (in.) | L (in.) | Packaging Qty. |
|---|---|---|---|---|---|---|
| AE116 | Zinc Galvanized, G90 | 11 | 3.5625 | 1.875 | 4.5625 | 1 |
Load Tables
Allowable Loads — CLT Floor Values
For SI: 1 inch = 25.4 mm; 1 lbf = 4.45 N.
- The allowable loads are based on CLT grades E1-E4 and V1-V4 of APA PRG-320.
- Installation and fastener schedule assume platform framing, i.e., install vertical leg at bottom edge of CLT wall panel, and horizontal leg on CLT floor panel with 3 7/8" minimum edge distance.
- Allowable loads have been increased for wind or earthquake loading with no further increase allowed.
Reduce for other load durations as required by code. - Nails: CNA 4 x 60 nail = 4 mm diameter x 60 mm long proprietary ring-shank nail; 0.162" x 2 1/2" nail = 0.162" diameter x 2 1/2" long.
- Screws: SD #10 x 2 1/2" = 0.162" shank diameter x 2 1/2" long Simpson Strong-Drive® SD Connector screw.
Allowable Loads — Anchorage to Concrete Values
For SI: 1 inch = 25.4 mm; 1 lbf = 4.45 N.
- The allowable loads are based on CLT grades E1-E4 and V1-V4 of APA PRG-320.
- Allowable loads have been increased for wind or earthquake loading with no further increase allowed.
Reduce for other load durations as required by code. - The designer must specify the anchor bolt type, length, and embedment. Allowable load shall be taken as lower of anchorage capacity per designer and the loads listed on the table.
- Nails: 0.162" x 2 1/2" nail = 0.162" diameter x 2 1/2" long.
- Screws: SD #10 x 2 1/2" = 0.162" shank diameter x 2 1/2" long Simpson Strong-Drive SD Connector screw.
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
