Page 54 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

55 Caps Bases ECC/ECCU Column Caps L ECC 3 3 7 6 2 2 6125 3 5 7 6 2 2 9625 3 3 5 4 1 2 7655 3 5 8 6 2 2 12030 5 3 9 8 2 2 10045 5 5 9 8 2 2 15785 5 7 9 8 2 2 21525 20, 80 5 3 7 6 2 12030 5 5 7 6 2 2 18905 5 7 9 6 2 2 25780 5 7 9 6 2 2 24060 7 3 10 8 2 2 18375 7 5 10 8 2 2 28875 7 7 10 8 2 2 36750 4855 4855 4855 6 3 10 8 2 2 13230 6 5 10 8 2 2 20790 6 6 10 8 2 2 25515 6 7 10 8 2 2 28350 7 5 10 8 2 2 23100 7 7 10 8 2 2 31500 8 5 10 8 4 2 26950 8 7 10 8 4 2 36750 9 5 10 8 4 2 29260 Code Ref. 3 7 8 L ECCU 9 9 6 9 10 10 10 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 9 2 4 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 16405 1010 1010 205 740 2735 2735 2735 1165 1165 1165 1165 3605 3605 3605 3605 2625 2625 4670 4670 3325 740 6 ECC3 -4 ECC3 -6 ECC44 ECC46 ECC5 -4 ECC5 -6 ECC5 -8 ECC64 ECC66 ECC68 ECC6-7 ECC7 -4 ECC7 -6 ECC7 -8 ECC74 ECC76 ECC77 ECC78 ECC86 ECC88 ECC96 ECC98 ECC106 ECC48 Model No. Beam Width Dimensions Fasteners Allowable Loads W1 W2 H1 Beam Post Uplift ECCU Down ECC/ECCU Qty Dia Qty Dia (100) (133/160) 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 10 8 2 2 36750 4855 10 4 ECC7 -7 ECC ECCU 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; 750 psi for 7 size; 625 psi for all others; where end grain bearing or buckling capacity of the column, or other criteria are limiting. ECC44 ECCO Optional ECC with straps rotated 90 ECCU (ECCU44 has only 2 bolts to beam) For more information, request Form T-CC and the Product Worksheet. Side stirrups are available in different depths. Order each connector separately. Specify all side stirrup widths and heights Instead of the column cap, consider this connector combination. ECCLL (for left), shown above. Order ECCLR for right condition. ECC and HW (Top Flange Offset Right) MATERIAL: ECC3 , ECC44, ECC46, ECC48, ECC64, ECC66, ECC68, ECC6-7 7 gauge; all others 3 gauge FINISH: Simpson gray paint; may be ordered HDG, ECCO 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. Loads may not apply. ECCO Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. ECCO dimensions are the same as ECC. ECCU Order for uplift applications. See T-ECCUP for ordering information. ECCL L Column Cap. 7 gauge stirrups may be welded to column cap sides. ECCL has no uplift loads. Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No loads apply. Specify ECCOL and direction left or right. 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: An ECCL66 with W3 3 ", H2 7 is an ECC66 end column cap with a 4x beam on the right side (specify direction left or right (left is shown) for stirrup) and stirrup seat 1" below the cap seat. CODES: See page 12 for Code Listing Key Chart. 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. 5. ECC downloads assume a post of W1 x W2. 6. Uplift loads assume minimum beam height of 11". Beam shear must be calculated for different heights. The load cannot be greater than listed. 7. Beam depth must be greater than H1. Available with additional corrosion protection. Check with factory. 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.

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