CCOB Column Cap Only, Back-to-Back
Product Details
The CCOB is designed to provide a strong connection for the crossing of two beams. The design features two column caps without legs (CCOs) welded together back to back to create a cross-beam connector. This back-to-back column cap provides a high-capacity beam-to-beam connection.
Key Features
- Uplift loads increased for earthquake or wind loading
- Bolt spacing that meets NDS code requirements to ensure optimal performance
- Diamond holes to provide temporary fastening
Material
- CCOB3.62, CCOB4, CCOB44, CCOB5 1/4, CCOB5.50, CCOB6 — 7 gauge; all others — 3 gauge
Finish
- No coating
Installation
- Use all specified fasteners; see General Notes
- Weld by designer
- Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter (per 2018 NDS, section 12.1.3.2); bolt holes should be drilled from one side all the way through the beam to maintain hole tolerances
- Contact engineered wood manufacturers for connections that are not through the wide face
Options
- For special, custom or rough-cut lumber sizes, provide dimensions. An optional W2 dimension may be specified. (The W2 dimension on straps rotated 90° is limited by the W1 dimension.)
Related Literature
Load Tables
| Model No. | Top Beam Width | Bottom Beam Width | Ga. | Dimensions | Bolts | Allowable Loads | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| W1 | W2 | L | H | Size | Quantity | Uplift (160) Uplift | Download (100) Download | ||||
| CCOB44 | 3.5 | 3.5 | 7 | 3.625 | 3.625 | 11 | 4.0 | 0.625 | 2 | 3,555 | 24,063 |
| CCOB3.62 | 3.5 | 3.5 | 7 | 3.625 | 3.625 | 11 | 6.5 | 0.625 | 4 | 7,675 | 24,063 |
| CCOB4 | 3.5 | 3.5 | 7 | 3.625 | 3.625 | 11 | 6.5 | 0.625 | 4 | 7,675 | 24,063 |
| CCOB5 1/4 | 5.125 | 5.125 | 3 | 5.25 | 5.25 | 11 | 8.0 | 0.75 | 4 | 8,750 | 35,234 |
| CCOB5.5 | 5.5 | 5.5 | 7 | 5.5 | 5.5 | 11 | 6.5 | 0.625 | 4 | 7,990 | 37,813 |
| CCOB6 | 5.5 | 5.5 | 7 | 5.5 | 5.5 | 11 | 6.5 | 0.625 | 4 | 7,990 | 37,813 |
| CCOB7 | 6.75 | 6.75 | 3 | 6.875 | 6.875 | 11 | 8.0 | 0.75 | 4 | 8,150 | 48,263 |
| CCLOB7.12 | 7 | 7 | 3 | 7.125 | 7.125 | 11 | 8.0 | 0.75 | 4 | 8,165 | 57,750 |
| CCOB8 | 7.5 | 7.5 | 3 | 7.5 | 7.5 | 11 | 8.0 | 0.75 | 4 | 8,190 | 51,563 |
| CCOB9 | 8.75 | 8.75 | 3 | 8.875 | 8.875 | 11 | 8.0 | 0.75 | 4 | 8,240 | 62,563 |
- Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
- Uplift loads do not apply to spliced conditions. Spliced conditions must be detailed by the designer to transfer tension loads between spliced members by means other than the post cap.
- Beam depth must be a minimum of 7".
- For 5 1/4" engineered lumber, use 5 1/2" models.
- Where top and bottom beam widths are different, use the lower allowable load.
Code Reports & Compliance
Drawings
| DWG | DXF | RFA | IFC | SAT | |||
|---|---|---|---|---|---|---|---|
