monolitic slab

   / monolitic slab #31  
I happy to wait fer you to come up wid answer Slush.

You blowin like hurricane but you ain't makin progress.
Maybe help you if you draw out wid yer crayons.
 
   / monolitic slab #32  
I happy to wait fer you to come up wid answer Slush.

You blowin like hurricane but you ain't makin progress.
Maybe help you if you draw out wid yer crayons.

(removed) & / or / & (removed)


You two are off to a good start if you decide to team up.


Some acts that might give you ideas are Williams and Ree (The Indian and the White Guy), Abbott and Costello, Stan and Ollie, Tom and Dick, George and Gracie. and Sunny and Cher. You could get a million subscribers on a Youtube Channel then, when the cassinos open back up, I think you'd do well in the ones along the Mississippi.


Good luck and keep polishing the act,
Stuck
 
   / monolitic slab #33  
Yes I wish I would have put rigid foam underneath but I did not. To the bottom of the floor joists supporting the second story from the concrete floor is a bit over 10 feet. I guess I could place EPS foam on the floor (they have some that support 40 or 60 psi. I could pour concrete over that or put wooden floor joist in and add the rigid foam between the joists. Kind of like tall sleepers. I have two standard entry doors but it would not be hard to remove them and change the opening. The stairwell would be a problem unless I made the new floor at finish the same height as the first step. It would be even with it and effectively gone but then all the steps would be of uniform height. It is a steel stairway.
I am really open to all suggestions. Will have to see what they require. Maybe rafters on the floor may be the way to go. The floor would then be insulated. Maybe some room for duct work or lines depending on which was the rafters would be ran. If so if one isolated the joists with a moisture barrier could FPS wood be used or treated.
I like this site. A lot of minds with ideas and experience.

You could lay down a layer of T&G rigid for your vapor barrier and thermal break, then PT joists( if code allows) then even batt in between. Would give you a decent floor system. Block below joists for support, but don't create point loads (might need to remove rigid in these locations). I like the idea of making it level with 1st tread, simplifies stair issue. This doesn't solve the "inspector wants insulation around the perimeter to keep it from heaving" issue. Any digging below the B.O. foundation will open the possibility of undermining which would do more damage to a slab that hasn't heaved. Your load from above is carried by the outside perimeter, so that's the area you want to keep supported.
 
   / monolitic slab #34  
   / monolitic slab
  • Thread Starter
#35  
loaderman: Waiting to see how my thoughts go with the requirements. Not sure when I will meet with them. Hopefully able to do something this Spring when the weather breaks.
 
   / monolitic slab #36  
loaderman: Waiting to see how my thoughts go with the requirements. Not sure when I will meet with them. Hopefully able to do something this Spring when the weather breaks.

I have found it works best if you go in not demanding, but willing to work with them. And as others have said also, you may be able to work with a local structural engineer to verify the soil and stamp some plans.
 
   / monolitic slab #37  
Also going now when they are not busy, more willing to help you. Also gives you time to get your ducks in a row if they ask for a stamp or soil approval before they will give you a permit.
 
   / monolitic slab
  • Thread Starter
#38  
I have not been demanding. I am sure that would not get me far. I am hoping it all works out.
 
   / monolitic slab #39  
You need zoning and approval fer Hobby shop? No public just you and family?

Use de system to defeat de system.
 

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