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  1. Ron247

    Rafter and wall plate connection

    Your sketch does not have them aligned as you stated, but the OP's 2nd posting and sketch has them aligned. Kristofer, are you in a heavy snow load area? This looks like a 1-car garage which around here would be about 15' wide or less in total width. Structurally, every system we have...
  2. Ron247

    Rafter and wall plate connection

    Are you just not wanting a seat cut (aka bird's mouth) for some reason? You show your rafter and joist in alignment to each other. That makes a connection with a torque to it unless you block both sides. If you use one side, alternate them.
  3. Ron247

    Retaining forces on residential footing stemwall in crawlspace

    These load sound awful high. You must be dealing with a soil I have never had to deal with. Treating it as undrained is understandable if it is undrained. With the crawl space lower than the exterior, I imagine it will drain into the crawl space. If you need more gravity load, consider using...
  4. Ron247

    Rafter and wall plate connection

    The sketch below is from the 2021 International Residential Code. The sketch is conventional framing. The code in your area probably has a similar sketch. Note the ridge has 2 options; collar tie or ridge strap. You can pick either method to keep the 2 slopes of the roof connected to each...
  5. Ron247

    Retaining forces on residential footing stemwall in crawlspace

    I would use the floor framing as a brace. In my area, we use the floor for basements also. Never had any problems provided the construction sequence is correct. If you excavate, pour your strip footing and backfill the excavation after the wall is laid, it will probably work by the numbers...
  6. Ron247

    Rafter and wall plate connection

    As mentioned by Eng16080, I am assuming you are talking about away from the gable end of your structure. Your drawing appears closer to what is called "stick-built" which is very standard method of wood framing. The location and names of some items in your drawing do not match the typical...
  7. Ron247

    Shelf Support Steel Angle Fastened to Cold Form Exterior Stud for Brick Veneer

    What I mean is the Arch is doing the entire wall design and cutting the structural engineer out. Their wall design just has that minimal info and nothing more. The city accepts it and then as long as the contractor supplies within the specified parameters, "Good to Go". I have seen 6" track...
  8. Ron247

    ChatGPT - Nice!

    Even if it generates a report or document that needs close scrutiny and proofing, unless you type 1,000 words a minute, it is probably well worth it. Getting wording just right sometimes take more time than we imagine.
  9. Ron247

    Retaining concrete reinforced block wall

    Are you going from the current patio level down to the level with the sidewalk and the 2-seater bench? If so, where are your stairs going to be and what kind of stair (spiral, 2 tier etc) are you intending to use?
  10. Ron247

    Shelf Support Steel Angle Fastened to Cold Form Exterior Stud for Brick Veneer

    That is more info than they have to supply where I tend to work. A single note saying " 6" cold-formed stud at 16" oc" is sufficient in their minds. And what gets supplied is the thinnest 6" depth with the narrowest flange available. No worry about stiffening lips or yield stress.
  11. Ron247

    Retaining concrete reinforced block wall

    Not sure what is new versus existing in your sketch. Why are you dropping 3m twice rather than 6m once? I see 2 walls that are 1 meter apart. Is the word "patio" new, or old patio? The pictures look like you already have a patio area. Are you dropping to the level with 2 separate chairs in...
  12. Ron247

    Welded together baseplate

    I don't know what your material is, but I agree with the others, it seems like even a mediocre burn table (or a cracker-jack with a hand torch) could do the job. Prepping a plate and keeping a welded plate from distorting seems like a lot of work. I have not had many instances where baseplates...
  13. Ron247

    Shelf Support Steel Angle Fastened to Cold Form Exterior Stud for Brick Veneer

    XR50 & DaveAtkins: I have never had to attach a lintel to cold-formed studs, but other than alignment of the fasteners to the studs (especially on a rake), are there any other reason's you guys prefer welds to fasteners?
  14. Ron247

    Basement to walk out basement conversion

    I am not responding to your header question, but I am curious how much shear wall you are removing while also removing an existing lateral load that may be "balancing out" the lateral force from the other side of the house. The right side of your sketch appears to be an exterior deck and so...
  15. Ron247

    Best practice for connecting existing trusses and rafters to a proposed I-beam header.

    Since you are calling out the steel W-sections properly, I would not include the overall dimensions. If they are qualified to handle steel, they should be able to figure that out. I would not call out 2-2"x6" since the correct designation is 2x6. I might show it as (2) 2x6s or two 2x6s. The...
  16. Ron247

    Best practice for connecting existing trusses and rafters to a proposed I-beam header.

    I agree, "proposed" sounds like it is optional or "suggested".
  17. Ron247

    Residential- Curved Stud Walls

    The yurts I have seen (grand total of 1) and the ones I have seen pictures of have walls with crisscrossed wall members and function more like short straight segments (2' to 3') than a continuous circle. They look ok for gravity loads but wind-up lift can turn the tension ring into a...
  18. Ron247

    Residential- Curved Stud Walls

    Just want to clarify which direction the wall is curved. Curved vertically, or in plan view?
  19. Ron247

    Retaining wall repair rec

    I meant does it extend laterally underneath the backfill than depicted. Usually there is more footing making up the heel than the toe.
  20. Ron247

    Retaining wall repair rec

    I don't have one but I have found Chance Anchors to be a very good source of information at times. They have sales reps in most areas and have generally been helpful for me. The franchise holder in the county I used to work was one of those helpful and knowledgeable unicorns. I have never had...

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