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AE Angle Bracket for Cross-Laminated Timber

AE

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Heavy Angles

This product's information may differ depending on the category of use. You are currently viewing details related to Heavy Angles. You can also view product information related to the category: Misc. Connectors for Engineered Wood

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

Fastener Production Information and Stuff & Things
Model No. Ga. W1 (in.) W2 (in.) L (in.) Coating/Material Packaging Qty.
AE116 11 3.5625 1.875 4.5625 Zinc Galvanized, G90 1

Load Tables

Allowable Loads — CLT Floor Values

Allowable Loads — CLT Floor Values

For SI: 1 inch = 25.4 mm; 1 lbf = 4.45 N.

  1. The allowable loads are based on CLT grades E1-E4 and V1-V4 of APA PRG-320.
  2. 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.
  3. Allowable loads have been increased for wind or earthquake loading with no further increase allowed.
    Reduce for other load durations as required by code.
  4. 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.
  5. 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

Allowable Loads — Anchorage to Concrete Values

For SI: 1 inch = 25.4 mm; 1 lbf = 4.45 N.

  1. The allowable loads are based on CLT grades E1-E4 and V1-V4 of APA PRG-320.
  2. Allowable loads have been increased for wind or earthquake loading with no further increase allowed.
    Reduce for other load durations as required by code.
  3. 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.
  4. Nails: 0.162" x 2 1/2" nail = 0.162" diameter x 2 1/2" long.
  5. 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

PDF DWG DXF RFA IFC SAT