OCC Ornamental Column Cap
Product Details
The Indoor Architectural Products OCC is an ornamental column cap that provides a high-capacity connection for interior column-beam combinations. This column cap helps to distribute the load from the beam to the column to help create a continuous load path. The Rustic Collection features decorative notched edges that make the column cap perfect for projects where the connectors will be exposed to view. The OCC also has a powder-coat finish for a more decorative look.
Key Features
- Certified welds for confidence in strength and loading
- Increased uplift loads for earthquake or wind loading
- Diamond holes to provide temporary fastening
Material
- 3 gauge
Finish
- Black powder coat
Installation
- Use all specified fasteners; see General Notes
Ordering Information
- Many combinations of beam and post sizes can be manufactured. Refer to Post-to-Beam Selector.
Related Literature
Product Information Table
| Model No. | Ga. | W1 (in.) | W2 (in.) | H (in.) | L (in.) | Coating/Material | Packaging Qty. |
|---|---|---|---|---|---|---|---|
| OCC44 | 3 | 3 5/8 | 3 5/8 | 4 1/2 | 9 | Powder Coating, Black | 1 |
| OCC46 | 3 | 3 5/8 | 5 1/2 | 7 1/2 | 12 | Powder Coating, Black | 1 |
| OCC66 | 3 | 5 1/2 | 5 1/2 | 7 1/2 | 12 | Powder Coating, Black | 1 |
| OCC68 | 3 | 5 1/2 | 7 1/2 | 7 1/2 | 12 | Powder Coating, Black | 1 |
| OCC88 | 3 | 7 1/2 | 7 1/2 | 7 1/2 | 15 | Powder Coating, Black | 1 |
Load Tables
- Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
- Downloads are determined by nominal sawn beam allowable bearing at 625 psi on seat area.
- Downloads shall be reduced where limited by capacity of the post.
- Post sides are assumed to lie in the same vertical plane as the beam sides.
- All references to bolts are for structural-quality through bolts (not lag screws or carriage bolts) equal to
or better than ASTM A307,Grade A.
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
