My dad came by yesterday and helped me get started on framing up a
24X30 shop I'm building in the back yard. Man, he's a hard worker! I had trouble keeping up with him. Here's the work in progress and I'll update the page as I get more done to the shop. Gonna be cool when this is finished.
It's a "monolithic slab." 4 inches thick in the center and about 12 inches thick around the edges. I got some more done on it today. Finished the last wall and framed it for a 36" door, and got the OSB sheathing stuff up on about 70% of one wall. It's gonna be 24X30 with
10' walls. Using trusses with 4/12 span so it will be 14' high in the center at the highest point. It feels pretty big when I stand in it right now. Gonna box off a 12X12 section of it in the back corner and insulate that and set it up for a home office kind of thing. That's the eventual plan, but first gotta just get the walls, roof, and doors in. Man, that's hard work. "My desk job is showing." *groan* :-) Two more inspections to go. Trusses get delivered this coming up Friday and I plan on trying to get them in place and the sheathing up there and at least tar paper on the roof. Oh, no, not going to put a lift in there. :-) Just added a couple of pictures. Here's the last one:
most concrete workers around here are also hispanic... lots of these jobsites i work at don't have english speaking individuals in the homes until the trim carpenters come in...
Looking very good, tall! Are you going to stick the kids up there? :-]
Just a question: How are you going to secure the lower parts of the walls against water intrusion?
Up here the cement would be a part of the lower wall, a bit like if you turned your slab upside down. Then the woodwork/panelling would go outside and down a tad to drain off water.
Notice the bottom one-foot high section of wood that's colored differently? That's pressure treated plywood and that's about all it takes around here at most. I only did that because the "all-knowing" inspector told me I needed to do that. I also extended it one inch below the top level of the slab to keep any water from splashing up under the base plate of the wall, but even that was a little over- kill. Of course I made sure that was ok with the "all-knowing" inspector before I did that. I've learned a few things already working on this project and I think the two most important are:
1- My dad is still a tough old dude and could very likely kick my ass. (Once a Marine, always a Marine I guess.)
2- Never get any other building/project that I work on inspected again because it's all a stupid racket to drain as much $ as possible out of you. I spent about $700 on permits/inspections before I drove the very first nail on this project. One way or another that will NEVER HAPPEN AGAIN.
Shag's treated bottom plate is good to go. It should last a very long time.
My garage/shed is over fifty years-old and on a slab (not dropped/wrapped, whatever y'all call it there), and the bottom plate is plain old pine and rotting away around the rusting bolts. Man, that thing has got to go, but - get this - I can't just have it torn down (the Amish will do it for nothing) - the slab has to go, too! Seems a guy can't even leave the remains of a slab that's not code.
I feel better now- I could not tell from that pic when you first posted it. The A-hole inspectors here would have you screaming in about 5 seconds if it were plain old fir.
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