I get this inquiry all of the time and usually the roof goes over a big sliding door and or a window. I usually tell them I will need to know the existing headers of the sliding door and window. More than likely you will need a stronger header (or need to be beefed up). Is there another way...
Also I feel like the steel rods from the helical pier is stiff enough to resist lateral loads? The rods are sticking out only a tiny bit next to the gabion wall? It should be pretty stiff? I feel like you don't need angled helical piers?
Just thinking out loud, is it super critical to support the gabion wall? Is it the end of the world if it settles or heaves a little bit since it is very flexible? Can you just put the gabion wall on compacted subgrade and put the deck behind it on helical piers? Last time I did gabion walls...
I have a project where the basement has 10 ft ceiling. The concrete basement wall stops just below the joists. They want to cut an opening to put a sliding door (orange) and smaller window (blue). I will be adding insulation just below the slab outside to deal with lack of frost depth. We...
Oh wow lol. Save your headache man. Use I joists. It would not be a big deal to cut a hole through the thin web of I-joists as long as you follow the manufacturer's guide. So if you do dimensional lumbers, do you review how they will plumb the drains before you lay out your joists? Seems...
XR250, I have. It was a remodel and they had to add a drain just like you. Except on mine it went trough way more joists. TBH if I were you, I would just specify it and move on. Only 2 joists are affected and the product was tested. Yours seem to be a new construction? Why wasn't I-joists...
I dont know, it feels scary to me that the whole heavy deck is literally being supported by only 4 bolts in tension. They should make the decking glass 😀.
I found this video on youtube. What do you think of this deck? The guy went to the end of the deck and jumped a little bit, you can clearly see the deck moves up and down. At minute 3:55 he shows the structural detail.
I started getting these targeted ads from this company on instagram and facebook. I don't know, it bothers me a lot. So they sell these transparent sheets and they persuade you to put them on top of your pergola. Pergolas in my area do not need an engineer. But as soon as you add roofing...
I am 1 man company. I just use google. I get 1 custom domain email, simple website, google drive. I put all of my project files in the google drive. It is saving them on my local drive but automatically sync to google drive. I can make any file or folder shareable to anyone if I choose to...
why do you need to tie back the cmu? Wouldnt the pressure of the backfill will keep them against the 2" insulation? Also from reading the spec on the zip R, I will need 1" air gap also. I think I will specify 6" CMU.
This happens all of the time. Tell them to just rip the lath and plaster and replace with drywall. No point of trying to fix it with the old method unless it is just a small area.