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Simpson ECCLQM5.50G KT End Column Cap, L Shaped for GFCMU and Concrete Piers OL OHL OT OHT Beam To Column Ties or structural panels or structural panels reduce where other loads govern The seat of the column cap features additional surface area beyond the side of the column to allow added area of bearing to distribute the load from the beam and provide enhanced support for the connection California Residents: WARNING
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