I am just the structural engineer. I don’t care at all what is going inside the holes, I just need to design the holes so the foundation wall doesn’t fail and looking for some guidance. Unfortunately; by this point I have already needed to submit my design to the contractor. So what’s done is done.
we have flexibility. they are for various utilizties: water, sanitary sewer, electrical, low voltage (electrical), and communications.
They said we have some flexibility in moving them, but i honestly don't even know what resources to check out at this stage. my first instinct is to get them...
I'm looking for some guidance as to what limitations, or design strategies you all use for multiple sleeve penetrations in a concrete fdn wall. Typically, we have a detail that puts some extra bars around it to prevent cracking and to transfer the load around the hole. But for this project, i...
thank you for the clarification. I can't fault you for being picky - I think it's in our engineering genes. I just wanted everyone to know that on here, I am being way less picky with my words than in my career. I treat this more like a chit-chat conversation than a boardroom conversation. I do...
don't know how i missed this reply before, but YES. I agree with this. I'm happy to hear from another engineer that has a similar perspective. I am the odd engineer that very much enjoys the "sales" end of it or business development conversations and the interaction with all the players of the...
oh wow this is interesting to hear! I too am curious if it would hold up in court, but i agree it does validate the value of the service and also gives the owner something to think about when they read it! Thanks for presenting this!
thank you for the input. I agree with a lot of what you said here, hence why the idea came to my mind in the first place haha. Also, as far as the contractor competency statement, (puts hands up) you said it, not me hahahaha.
I also agree that i would not be requiring this service. I would be...
understood, in a formal setting i would definitely be more specific and careful with my wording. I do appreciate the heads up, and hope everyone on here is able to understand what i'm talking about. I'm not curious if the terminology is worthwhile, i'm curious if the service itself is...
TLDR: Is there value in being contracted by the homeowner (or architect?) to perform one or multiple structural inspections throughout construction to make sure the builders are installing things as specified on the drawings/intended by our design.
I work in a residential structural engineering...
ok, so in short - you are good with the way this is installed? assuming they met the fastening criteria, hanger spec, and member sizes? i'm curious if the odd pointy bearing condition that the rafter is in has anyone concerned? as opposed to the detail i mentioned just above this.
We have a consensus. I will detail this. Now, more so to my curiosity, i would think that i would hold the beam back slightly (left in the photo) so that i can create a "bearing condition" for the rafter on the hanger. I think someone else commented on how this would require a notch in the CJ...
i appreciate you being the bigger man here...i too need to take your advice. I see you post on here all the time (makes me question how you get any work done), so i should know your intentions by now. part of my anger is residual from the builder essentially telling me he isn't going to build...
Wait, maybe I’m in the wrong. Does everyone on here detail every single condition in a house, no matter how common or simple? This is an extremely common and simple condition. I call out “lap rr with cj and fasten with xx”. I would never think I would need to show someone how to lap a rr with a...