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Simpson ECCLQM4.62-KT End Column Cap, L-Shaped for GFCMU and Concrete Piers

Simpson ECCLQM4.62-KT End Column Cap, L-Shaped for GFCMU and Concrete Piers

Regular price $638.28
Sale price $638.28 Regular price
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  • This item is made to order and is non-returnable- Please call us at 888-794-1590 for exact lead times on this product.

  • The Simpson ECCLQM End Column Cap, L-Shaped for GFCMU and Concrete Piers embedded column cap is designed for use in raised pier foundations and applications where heavy beams rest on concrete or concrete block columns. The heavy-gauge beam seat and unique Simpson Strong-Tie® SSTB® anchor bolts provide the high uplift and lateral resistance needed to help resist high-wind events. The ECCLQM4.62-KT is intended for use at the building corners.

    NOTE: The correct fasteners installed in the correct position must be used to achieve published load values

    California Residents: WARNING


    Material: Painted Steel
    Fasteners required: 1/4" x 2 1/2" SDS Screws - Main Beam (16), Side Beam (16)
    Thickness: 7 Gauge
    Quantity: 1
    Finish: Gray Paint
    Manufacturer name: Simpson Strong-Tie
    Additional information:
    Main Channel Width (W1): 4-5/8"
    Side Stirrup Width (W3 & W4): 4-5/8"
    Main Channel Length (L1): 11-1/2"
    Side Stirrup Length (L2): 7-3/4"
    Product Guide: View Spec Sheet


    •MSTQM straps to make the connection from the ECCLQM to the wall framing
    •Screws are configured to provide high uplift design values
    •Certified welds for confidence in strength and loading
    •SSTB offset allows flush installation to edge of pier
    •SSTBs spaced to fit in standard CMU cells


    •Install 1/4" x 2 1/2" Strong-Drive® SDS Heavy-Duty Connector screws (provided) in all round holes. (Lag screws will not achieve the same load.)
    •Min. (4) #7 vertical rebar (total for pier).
    •No additional welding is allowed.

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    × WARNING: This product can expose you to chemicals which are known to the State of California to cause cancer, birth defects and other reproductive harm. For more information visit:

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