Page 52 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

53 Caps Bases CCQ/ECCQ Column Caps This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Typical CCQ46SDS2.5 Installation This design uses SDS screws to provide faster installation and provides a greater net section area of the column compared to bolts. The SDS screws provide for a lower profile compared to standard through bolts. MATERIAL: CCQ3, ECCQ3, CCQ4, ECCQ4, CCQ6, ECCQ6 7 gauge; all others 3 gauge. FINISH: Simpson gray paint, available in HDG with HDG screws. CCOQ and ECCOQ no finish INSTALLATION: Fasteners provided. See General Notes. Install Simpsons SDS x2 wood screws, which are provided with the column cap. (Lag screws will not achieve the same load.) OPTIONS: Straps may be rotated 90 where W1 W2. For end conditions, specify ECCQ. Loads do not apply to CCOQ and ECCOQ. CCOQ and ECCOQ column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. Dimensions are same as CCQ and ECCQ. CODES: See page 12 for Code Listing Key Chart. Model No. Beam Width Dimensions Allowable Loads W1 W H Uplift (133) (160) (100) CCQ64SDS2.5 5 3 7 8 16 12030 5680 5680 14 11 CCQ66SDS2.5 5 5 7 8 16 18905 7145 5955 14 11 CCQ68SDS2.5 5 7 7 8 16 25780 7145 5955 14 11 CCQ6-7.13SDS2.5 5 7 7 8 16 24490 7145 5955 14 11 CCQ74SDS2.5 6 3 7 8 16 13230 5680 5680 14 11 CCQ48SDS2.5 3 7 7 8 16 16405 7145 5955 14 11 CCQ76SDS2.5 6 5 7 8 16 20790 7245 6270 14 11 CCQ77SDS2.5 6 6 7 8 16 25515 7245 6270 14 11 CCQ78SDS2.5 6 7 7 8 16 28350 7245 6270 14 11 CCQ46SDS2.5 3 5 7 8 8 16 12030 7145 5955 14 11 CCQ3-4SDS2.5 3 3 7 8 6125 5680 5680 16 14 11 CCQ3-6SDS2.5 3 5 7 8 9625 5680 5680 16 14 11 CCQ44SDS2.5 3 3 16 14 5680 5680 7655 11 7 CCQ5-4SDS2.5 5 3 8 10045 5680 5680 16 14 11 7 CCQ5-6SDS2.5 5 5 8 15785 7245 6270 16 14 11 7 CCQ5-8SDS2.5 5 7 8 21525 7245 6270 16 14 11 7 Uplift Down L Beam Post CCQ86SDS2.5 CCQ88SDS2.5 CCQ96SDS2.5 CCQ98SDS2.5 CCQ106SDS2.5 No. of 9 SDS "x 2 Screws CCQ ECCQ 2 CCQ ECCQ Code Ref. 7 5 7 8 16 25780 7245 6270 14 11 7 7 7 8 16 35155 8 5 7 8 16 26950 7245 6270 14 11 8 7 7 8 16 36750 7245 6270 14 11 (100) 37815 37815 37815 37815 41580 24065 41580 41580 41580 24065 19250 19250 24065 31570 31570 31570 51565 51565 53900 53900 65315 (133/160) 4040 4040 4040 4040 4040 4040 5535 5535 5535 4040 3695 3695 4040 4040 5535 5535 5535 5535 5535 5535 5535 9 5 7 8 16 32655 7245 6270 14 11 7245 6270 14 11 46, 107, 124 46, 107, 124 160 160 Down 7 3 7 8 16 19030 5680 5680 14 11 7 5 7 8 16 28875 7 7 7 8 16 37405 7245 6270 14 11 7 7 7 8 16 39375 7245 6270 14 11 57750 57750 57750 57750 4040 5535 5535 5535 7245 6270 14 11 6x 6x 6x 6x 6 4x 6 6 6 4x 3 3 4x 5 5 5 8x 8 8 10x 8x 7 7 7 7 CCQ7.1-4SDS2.5 CCQ7.1-6SDS2.5 CCQ7.1-7.1SDS2.5 CCQ7.1-8SDS2.5 ECCQ46SDS2.5 CCQ46SDS2.5 CCOQ4-SDS2.5 1. Downloads are determined using Fc^ equal to: 560 psi for glulam sizes and 625 psi for all others; reduce where end grain bearing or buckling capacity of the column, or other criteria are limiting. 2. Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap. 3. Uplift loads do not apply to splice conditions. 4. Post sides are assumed to lie in the same vertical plane as the beam sides. 5. Loads may not be increased for short-term loading. 6. Uplift loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern. 7. ECCQ downloads assume a post of W1 x W2. 8. When using structural composite lumber columns, screws must be applied to the wide face of the column. 9. ECCQ uses 14-SDS screws into the beam and 14-SDS screws into the post. 10. Beam depth must be greater than 7". Available with additional corrosion protection. Check with factory.

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