SIMPSON • Simpson Strong-Tie CCO10 Column Cap Only, 10X Beam • Tools Welders Mobile Welding Cooling Fans Chainsaws Metal Dust Vacuum Cleaners See CCO Column Product Guide :
Simpson ECC5 1/4-4 End Column Cap 5-1/8" Beam, 4X Post Product Guide & SPECS :
Simpson 5-1/8" Beam, 8X Post, Column Cap CC5 1/4-8
Bases and Caps PBS C-C-2024 © 2024 SIMPSON STRONG-TIE COMPANY INC. Simpson Strong-Tie® Wood Construction Connectors CC/ECC/ECCU Column Caps Column caps provide a strong connection for column-beam combinations. Material: CC31/4, CC44, CC46, CC48, CC4.62, CC64, CC66, CC68, CC6-71/8, ECC31/4, ECC44, ECC46, ECC48, ECC4.62, ECC64, ECC66, ECC68, ECC6-71/8 -- 7 gauge; all others -- 3 gauge Finish: Simpson Strong-Tie gray paint. Some products available in HDG, stainless steel or black powder coat; CCO, ECCO -- no coating. Installation: · Use all specified fasteners; see General Notes · Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter (per 2015/2018 NDS, section 12.1.3.2) · Contact engineered wood manufacturers for connections that are not through the wide face Options: · Straps may be rotated 90° where W1 W2 (see illustration) and for CC51/4-6. · 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.) · CCO/ECCO -- Column cap only (no straps) may be ordered for field-welding to pipe or other columns. CCO/ECCO dimensions are the same as CC/ECC. Weld by designer. · CCOB -- Any two CCOs may be specified for back-to-back welding to create a cross beam connector. Use the table loads; the load is no greater than the lesser element employed. Codes: See p. 13 for Code Reference Key Chart Post-to- Beam Selector Web Applications: Visit app.strongtie.com/pbs to access our Post-to-Beam Selector web application. 23/4" (5/8" bolts) 3" (3/4" bolts) Hcbseteorntalwetpesesreend CC L 11/4" H1 ECC44 ECCU (ECCU44 has only 2 bolts to beam) W2 21 /2" CCO ECCO E = 13/4" unless otherwise specified Optional ECC with Straps Rotated 90° Optional CC with Straps Rotated 90° CCOB 94 Simpson Strong-Tie® Wood Construction Connectors CC/ECC/ECCU Column Caps (cont.) C-C-2024 © 2024 SIMPSON STRONG-TIE COMPANY INC. Bases and Caps These products are available with additional corrosion protection. For more information, see p. 16. For stainless-steel fasteners, see p. 23. Model No. Dimensions (in.) Bolts DF/SP Allowable Loads Beam L Beam CC Width (in.) W1 W2 H1 Size Post Uplift Down CC ECC ECCU CC ECC ECCU (160) (100) ECC Down (100) ECCU Uplift Down (160) (100) Code Ref. CCO/ECCO Model No. (No Legs) CC3 1/4-4 CC3 1/4-6 31/8 31/4 35/8 11 71/2 91/2 611/16 5/8 4 2 4 2 3,150 16,980 6,835 3,150 6,835 31/8 31/4 51/2 11 71/2 91/2 611/16 5/8 4 2 4 2 3,150 21,485 10,740 3,150 10,740 CCO3 1/4 ECCO3 1/4 CC44 31/2 35/8 35/8 7 51/2 61/2 4 5/8 2 1 2 2 1,850 15,315 7,655 1,850 7,655 CCO4 ECCO4 CC46 CC48 31/2 35/8 51/2 11 81/2 91/2 61/2 5/8 4 2 4 2 3,530 24,065 12,030 3,530 12,030 31/2 35/8 71/2 11 81/2 91/2 61/2 5/8 4 2 4 2 3,530 24,065 16,405 3,530 16,405 CCO4/6 ECCO4/6 CC4.62-3.62 CC4.62-4.62 CC4.62-5.50 41/2 45/8 35/8 11 81/2 91/2 61/2 5/8 4 2 4 2 4,535 23,390 9,845 4,535 9,845 41/2 45/8 45/8 11 81/2 91/2 61/2 5/8 4 2 4 2 4,535 30,070 12,655 4,535 12,655 41/2 45/8 51/2 11 81/2 91/2 61/2 5/8 4 2 4 2 4,535 30,940 15,470 4,535 15,470 CCO4.62 ECCO4.62 CC5 1/4-4 CC5 1/4-6 CC5 1/4-8 51/8 51/4 35/8 13 91/2 101/2 8 3/4 4 2 4 2 6,300 26,635 11,210 6,300 11,210 51/8 51/4 51/2 13 91/2 101/2 8 3/4 4 2 4 2 6,500 28,190 17,615 6,500 17,615 51/8 51/4 71/2 13 91/2 101/2 8 3/4 4 2 4 2 6,645 35,235 24,025 6,645 24,025 CCO5 1/4 ECCO5 1/4 CC64 CC66 51/4, 51/2 51/2 35/8 11 71/2 91/2 61/2 5/8 4 2 4 2 5,545 28,585 12,030 5,545 12,030 51/4, 51/2 51/2 51/2 11 71/2 91/2 61/2 5/8 4 2 4 2 5,545 30,250 18,905 5,545 18,905 CCO6 ECCO6 CC68 CC6-7 1/8 CC74 CC76 CC77 51/4, 51/2 51/2 71/2 11 91/2 91/2 61/2 5/8 4 2 4 2 5,545 37,815 25,780 5,545 25,780 ECCO68 51/4, 51/2 51/2 71/8 11 91/2 91/2 61/2 5/8 4 2 4 2 5,545 37,815 24,490 5,545 24,490 IBC®, 63/4 67/8 35/8 13 101/2 101/2 8 3/4 4 2 4 2 6,330 33,490 15,355 6,330 15,355 FL, LA 63/4 67/8 51/2 13 101/2 101/2 8 3/4 4 2 4 2 6,790 37,125 24,130 6,790 24,130 63/4 67/8 67/8 13 101/2 101/2 8 3/4 4 2 4 2 7,020 48,265 29,615 7,020 29,615 CCO7 ECCO7 CC78 63/4 67/8 71/2 13 101/2 101/2 8 3/4 4 2 4 2 7,145 48,265 32,090 7,145 32,905 CC7 1/8-4 7 71/8 35/8 13 101/2 101/2 8 3/4 4 2 4 2 6,360 34,730 18,375 6,360 18,375 CC7 1/8-6 7 71/8 51/2 13 101/2 101/2 8 3/4 4 2 4 2 6,825 38,500 28,875 6,825 28,875 CC7 1/8-7 1/8 7 71/8 71/8 13 101/2 101/2 8 3/4 4 2 4 2 7,105 57,750 36,750 7,105 36,750 CCO7 1/8 ECCO7 1/8 CC7 1/8-8 7 71/8 71/2 13 101/2 101/2 8 3/4 4 2 4 2 7,190 52,500 39,375 7,190 39,375 CC84 CC86 CC88 71/2 71/2 35/8 13 101/2 101/2 8 3/4 4 2 4 2 6,410 37,210 16,405 6,410 16,405 71/2 71/2 51/2 13 101/2 101/2 8 3/4 4 2 4 2 6,885 41,250 25,780 6,885 25,780 71/2 71/2 71/2 13 101/2 101/2 8 3/4 4 2 4 2 7,250 51,565 35,155 7,250 35,155 CCO8 ECCO8 CC94 CC96 CC98 CC106 CC126 CC128 CC1210 83/4 87/8 35/8 13 101/2 101/2 8 3/4 4 4 4 2 6,580 47,545 19,905 6,580 19,905 83/4 87/8 51/2 13 101/2 101/2 8 3/4 4 4 4 2 7,080 48,125 31,280 7,080 31,280 83/4 87/8 71/2 13 101/2 101/2 8 3/4 4 4 4 2 7,455 62,565 42,655 7,455 42,655 91/4 91/2 51/2 13 101/2 101/2 8 3/4 4 4 4 2 7,160 52,250 32,655 7,160 32,655 111/2 115/8 55/8 13 101/2 101/2 8 3/4 4 4 4 2 7,410 63,250 39,530 7,410 39,530 111/2 115/8 75/8 13 101/2 101/2 8 3/4 4 4 4 2 7,790 86,250 53,905 7,790 53,905 -- 111/2 115/8 95/8 13 101/2 101/2 8 3/4 4 4 4 2 8,080 93,440 68,280 8,080 68,280 CCO9 ECCO9 CCO10 ECCO10 CCO12 ECCO12 1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 2. Downloads shall be reduced where limited by allowable loads of the post. 3. CC uplift loads do not apply to splice conditions. 4. Splice conditions with CCs must be detailed by the designer to transfer tension loads between spliced members by means other than the column cap. 5. Column sides are assumed to be aligned in the same vertical plane as the beam sides. CC4.62 models assume a minimum 3 1/2"-wide post. 6. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers known as the narrow face. Values in the tables reflect installation into the wide face. See technical bulletin T-C-SCLCLM at strongtie.com for load reductions resulting from narrow-face installations. 7. Beam depth must be at least as tall as H1. 8. CCO and ECCO welded to a steel column will achieve maximum load listed for the beam and the post cap as CC and ECC. The steel column width shall match the beam width. Weld by designer. 9. 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. 95Adobe InDesign 18.5 (Windows) Adobe PDF Library 17.0