Page 53 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

There are cost-effective alternatives for replacing column caps by using a combination of connectors. Here are some examples. Designer must specify the options required. NOTE: The side stirrup will be welded flush with the top of the main cap. For more information, request Form T-CC and the Product Worksheet. NOTE: The side stirrup will be welded flush with the top of the main cap. CCC CCT CC and HWD CC and GLT Order each connector separately. Specify all side stirrup widths and heights Instead of the column cap, consider this connector combination. Instead of the column cap, consider this connector combination. 54 Caps Bases CC Column Caps CC L 3 3 11 6 4 2 3035 3640 19250 3 5 11 6 4 2 3035 3640 19250 3 3 7 4 2 2 1220 1465 15310 3 5 11 6 4 2 2330 2800 24060 5 3 13 8 4 2 6305 7530 37310 20, 80, 124 5 5 13 8 4 2 6275 7530 37310 5 7 13 8 4 2 6275 7530 37310 5 3 11 6 4 3365 4040 37810 5 5 11 6 4 2 3365 4040 37810 5 7 11 6 4 2 3365 4040 37810 5 7 11 6 4 2 3365 4040 37810 7 3 13 8 4 2 6260 7510 68250 7 5 13 8 4 2 6320 7585 68250 7 7 13 8 4 2 6320 7585 68250 6 3 13 8 4 2 6270 7525 49140 6 5 13 8 4 2 6270 7525 49140 6 6 13 8 4 2 6270 7525 49140 6 7 13 8 4 2 6270 7525 49140 7 5 13 8 4 2 6200 7440 54600 7 7 13 8 4 2 6200 7440 54600 8 5 13 8 4 2 6260 7515 63700 8 7 13 8 4 2 6260 7515 63700 9 5 13 8 4 2 6260 7515 69160 Code Ref. 3 7 11 4 2 2 2330 2800 24060 6 CC3 -4 CC3 -6 CC44 CC46 CC5 -4 CC5 -6 CC5 -8 CC64 CC66 CC68 CC6-7 CC7 -4 CC7 -6 CC7 -8 CC74 CC76 CC77 CC78 CC86 CC88 CC96 CC98 CC106 CC48 Model No. Beam Width Dimensions Fasteners Allowable Loads W1 W2 H1 Beam Post Uplift Down Qty Dia Qty Dia (100) (160) (133) 7 3 3 4x 4x 5 5 5 6x 6x 6x 6x 7 7 7 6 6 6 6 8x 8x 8 8 10x 4x 7 7 13 8 4 2 6320 7585 68250 CC7 -7 1. Post sides are assumed to lie in the same vertical plane as the beam sides. 2. Loads may not be increased for short-term loading. 3. Downloads are determined using Fc^ equal to: 560 psi for glulam sizes and CC86, CC88 and CC106; 750 psi for 7 size; 625 psi for all others; reduce where end grain bearing or buckling capacity of the column, or other criteria are limiting. 4. Uplift loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern. Uplift loads are limited by the beam shear capacity per 2001 NDS except CC76, CC78, and CC96 through CC106. 5. Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap. 6. Uplift loads do not apply to splice conditions. 7. Beam depth must be greater than H1. Optional CC with straps rotated 90 CCO Side stirrups are available in different depths. MATERIAL: CC3 , CC44, CC46, CC48, CC64, CC66, CC68, CC6-7 7 gauge; all others 3 gauge FINISH: Simpson gray paint; may be ordered HDG; CCO no finish. INSTALLATION: Use all specified fasteners. See General Notes. Bolt holes shall be a minimum of to a maximum of larger than the bolt diameter (per 2001 NDS, section 11.1.2). Contact engineered wood manufacturers for connections that are not through the wide face. OPTIONS: Straps may be rotated 90 where W1 W2 (see illustration). For special, custom, or rough cut lumber sizes, provide dimensions. An optional W2 dimension may be specified with any column size given (note that the W2 dimension on straps rotated 90 is limited by the W1 dimension). Column caps with W1, L, H1, and hole schedules different from the table may be special ordered. Provide a drawing to ensure accuracy. CCO Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. CCO dimensions are the same as CC. 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. CCC/CCT Cross Column Cap/T Column Cap. 7 gauge stirrups may be welded to column cap sides. Uplift loads do not apply to side stirrups. Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. Specify CCOC/CCOT. The following criteria apply: 1.The side stirrup maximum allowable download cannot exceed 40% of the download in the table for the unmodified product, and cannot exceed 10,665 lbs. The sum of the loads cannot exceed the table load. The column width in the direction of the beam width must be the same as the beam width: W1. 2.Specify the stirrup height from the top of the cap. The minimum H2/H3 for the stirrup is 6 (3 for 44s). 3.The L dimension may vary depending on W3 or W4. Ordering examples: A CCC66 with W3 5 ", H2 and H3 6 is a CC66 column cap with 5 beams on each side with all beam seats flush. CODES: See page 12 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. Side stirrups are available in different depths. CCOB

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