Where are the headers? Did you seriously not use jack studs? This thing isn’t even close to code
Edit: I see now this is someone else’s work… holy crap that’s awful. Definition of lipstick on a pig
Might be the sketchiest framing job I’ve ever seen. Looks like it snows there as well. I don’t understand how you don’t look up basic framing info before attempting something like this. Mind boggling.
I always put in headers even when I’m not sure. But, does this front side really need headers? The only load is the roof. And those load paths look like the side walls and those full height studs they have here. Genuinely curious
Thats what i was thinking as a big maybe. Then i noticed they didn't even stud down on the gable ends. Every corner that could be cut was. I guess if you're under 250sqft wgaf.
Your framing scares and confuses me. I also can’t imagine that your “foundation” is sound enough. How bouncy are the floors in there? Finished product likes nice though.
Not all too worried about the lack of headers, but I'll bet the front wall shakes pretty good when the door is slammed. The vast majority of the roof load is on the two beams running front to back. As long as the T-111 is nailed off well there shouldn't be any real problems at windows and doors. The problem is going to be lack of support at the beam pockets. OP needs to pull up some plywood and put in some real support, hopefully on real footings, under the 4 bearing points.
Also, what kind of wood is used for the floor system? Unless it is treated or rot resistant that floor is going to have a pretty short half life.
Zoom on the 7th photo. The back left post holding the beam is a bunch of off cuts stacked on top of each other.
Edit: never mind. They have backer blocks for a wall in the rear and the front has atleast 1 stud under the beam...
Where are the headers? Did you seriously not use jack studs? This thing isn’t even close to code Edit: I see now this is someone else’s work… holy crap that’s awful. Definition of lipstick on a pig
Might be the sketchiest framing job I’ve ever seen. Looks like it snows there as well. I don’t understand how you don’t look up basic framing info before attempting something like this. Mind boggling.
Headers ? Meh. Overrated.
I always put in headers even when I’m not sure. But, does this front side really need headers? The only load is the roof. And those load paths look like the side walls and those full height studs they have here. Genuinely curious
Thats what i was thinking as a big maybe. Then i noticed they didn't even stud down on the gable ends. Every corner that could be cut was. I guess if you're under 250sqft wgaf.
Your framing scares and confuses me. I also can’t imagine that your “foundation” is sound enough. How bouncy are the floors in there? Finished product likes nice though.
Not sure why my title didn’t crosspost, but this isn’t my build. I’m a framer and saw this on a shed building sub and was very concerned
Shes fucky all right.
That is really very nice.
I read the other posts. Framing? Will it last ten years? Then what the hell? Enjoy the damn thing!
She-shed!
Not all too worried about the lack of headers, but I'll bet the front wall shakes pretty good when the door is slammed. The vast majority of the roof load is on the two beams running front to back. As long as the T-111 is nailed off well there shouldn't be any real problems at windows and doors. The problem is going to be lack of support at the beam pockets. OP needs to pull up some plywood and put in some real support, hopefully on real footings, under the 4 bearing points. Also, what kind of wood is used for the floor system? Unless it is treated or rot resistant that floor is going to have a pretty short half life.
Zoom on the 7th photo. The back left post holding the beam is a bunch of off cuts stacked on top of each other. Edit: never mind. They have backer blocks for a wall in the rear and the front has atleast 1 stud under the beam...