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, CCOB5.50, 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 1/2 | 3 1/2 | 7 | 3 5/8 | 3 5/8 | 11 | 4 | 5/8 | 2 | 3,555 | 24,063 |
CCOB3.62 | 3 1/2 | 3 1/2 | 7 | 3 5/8 | 3 5/8 | 11 | 6 1/2 | 5/8 | 4 | 7,675 | 24,063 |
CCOB4 | 3 1/2 | 3 1/2 | 7 | 3 5/8 | 3 5/8 | 11 | 6 1/2 | 5/8 | 4 | 7,675 | 24,063 |
CCOB5 1/4 | 5 1/8 | 5 1/8 | 3 | 5 1/4 | 5 1/4 | 11 | 8 1/2 | 3/4 | 4 | 8 3/40 | 35,234 |
CCOB5.5 | 5 1/2 | 5 1/2 | 7 | 5 1/2 | 5 1/2 | 11 | 6 1/2 | 5/8 | 4 | 7,990 | 37,813 |
CCOB6 | 5 1/2 | 5 1/2 | 7 | 5 1/2 | 5 1/2 | 11 | 6 1/2 | 5/8 | 4 | 7,990 | 37,813 |
CCOB7 | 6 3/4 | 6 3/4 | 3 | 6 7/8 | 6 7/8 | 11 | 8 | 3/4 | 4 | 8,150 | 48,263 |
CCLOB7.12 | 7 | 7 | 3 | 7 1/8 | 7 1/8 | 11 | 8 | 3/4 | 4 | 8,165 | 57,750 |
CCOB8 | 7 1/2 | 7 1/2 | 3 | 7 1/2 | 7 1/2 | 11 | 8 | 3/4 | 4 | 8,190 | 51,563 |
CCOB9 | 8 3/4 | 8 3/4 | 3 | 8 7/8 | 8 7/8 | 11 | 8 | 3/4 | 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 | |||
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