Recent content by Vertexx

dhengr: My sketch will be similar to the one JAE provided, but probably with a continuous plate spanning from flange to flange rather than the tabs. I figure the brick will sit on the channel flange (will also be using C15x33.9) and use some post-installed veneer anchors at the bottom, letting...

Yeah, a plate across the bottom would be best. Thanks!

I'm working on a renovation to an existing building. The walls are 8" block w/ 4" brick. We're making a rather large opening in the existing wall for the new entrance (roughly 20' long) and the customer wants to go with a pinch beam lintel (2 channels with thru-bolts). The lintel will have about...

The depth of foundation is 16' and the depth of anchor bolts is 5', so if the joint is half way it should be fine. Thanks for your thoughts!

Hi Everyone I've got a question from a contractor. They're pouring a cylindrical foundation for a strain pole and only got to pour about half way. They need confirmation that no integrity is lost from finishing the pour after the first half has already set. Full rebar cage is already in place...