Skip to product information
Shop more CCQM/CCTQM/CCCQM Column Caps
SKU: ECCLRQMD5.50G-KT

Simpson ECCLRQMD5.50G-KT End Column Cap L-Shaped for GFCMU and Concrete Piers

Simpson ECCLRQMD5.50G-KT End Column Cap L-Shaped for GFCMU and Concrete Piers

Regular price $712.08
Sale price $712.08 Regular price
0% off
Ships in 21-28 business days.
Request Bulk Pricing
Fill out the form below or give our sales consultants a call at 888-794-1590.

Description:

The ECCLQMD End Column Cap, L-Shaped for GFCMU and Concrete Piers are embedded column caps and 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 ECCLQMD-KT is a variation that incorporates an additional seat to support a third member at the corner connection, ideal for attaching perimeter deck joist/beam.

Features

  • Install 1/4" x 2 1/2" Strong-Drive® SDS Heavy-Duty Connector screws (provided)
  • MSTQM straps to make the connection from the ECCLQMD to the wall framing.
  • Screws are configured to provide high uplift design values.
  • Certified welds for confidence in strength and loading - no additional welding is allowed.
  • SSTB offset allows flush installation to edge of pier.
  • SSTBs spaced to fit standard CMU cells.

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

California Residents: WARNING

Specifications:


Fasteners required: Top: (5) 0.148 x 3" Face: (2) 0.148 x 3" Joist: (8) 0.148 x 1-1/2"
Thickness: 7 Gauge
Width: W1: 5-1/2"
Finish: Hot Dip Galvanized
Product Guide: View Spec Sheet
View full details
Shop more CCQM/CCTQM/CCCQM Column Caps
× 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: www.P65Warnings.ca.gov.

Customer Reviews

Be the first to write a review
0%
(0)
0%
(0)
0%
(0)
0%
(0)
0%
(0)