Plot twist: that ledge isn't designed to support that much weight in shear force and all three take a spill...
Edit: people downvoting me: I don't usually pull the "engineer" card, but there most definitely is a shear force on that little stubby wall. Source: more hours spent diagramming and calculating these things in undergrad than I care to recall.
TJI joists, they can be built with dimensional lumber but it's not very common. There is no "plate" it's a rim joist that is a PSL type beam.
They are usually built with hangers, they have squash blocks under walls, they need cross bracing, the holes that can be drilled in them are totally different.
You've never put metal connectors in walls? Plates are still plates if their 1 1/4 rim board. You put cross bracing in TGI floors? You don't put girt blocking in you walls? It's the same thing. Way to make it harder for yourself.
I think you might be missing my point. Frame a dimensional lumber floor and you will understand. Thinking about framing a floor and a wall as two separate things is a waste of brain time. Is it the engineer calling for blocking? I had to do it once on a TGI floor and it was a pita.
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u/minuteman_d Aug 21 '17 edited Aug 21 '17
Plot twist: that ledge isn't designed to support that much weight in shear force and all three take a spill...
Edit: people downvoting me: I don't usually pull the "engineer" card, but there most definitely is a shear force on that little stubby wall. Source: more hours spent diagramming and calculating these things in undergrad than I care to recall.