This tutorial shows you how to draft a foundation wall detail for Type V, raised-floor construction. This is a generic tutorial, please consult local building code for specifics.
Thank you so much. I wonder if there is a way to add in this drafting some rebar detail too. I tried but I couldn't. Any suggestion? I would really appreciate it.
Hello, the tutorial was great; thank you. This detail is drawn in a separate file from the main structure, as far as I understood. How can we use this detail in callout?
@@grtinfulleffect8349 this is absolutely not the way to work with Revit, and the meaning of detailing in Revit had nothing to do with what you did. You are working in Revit as you would in AutoCAD. Now, I don't mean to upset you, but if you were a good friend of mine and I had no time to train you, I would suggest you to download a good paid Revit course and start from there. No offense mate, but this is what I get from this video about your skills. You can contact me privately and we can talk further, I really do not want to start a beef but just being helpful
If you use filled regions in my team, you would be fired 🤣. This is Revit but you are drawing as if it was Autocad. Would suggest using more 3D, view cut profile, etc.
Depends what the objective is. Most structural drafting in companies I've been employed with is undertaken with lines and filled regions. Structural models are different, but for simple construction details like this, lines and regions does the job and is infinitely faster.
The objective is to get it built the most cost effective way possible with quality no matter how its drawn. If it communicates the intent and is effective then great.
@@lapx1 I disagree. If you "fake" your detail you may be missing things that may have been moved and ended up with bad coordinated drawings. There is nothing wrong with drafting, but there is Autocad for that. Hiding, filled regions is the beginning of a disaster. It may be more expensive to draw it right at first but it is way more cheaper than finding mistake on site when it is too late...