Hi Everyone ,
First time up and I've got a ton of projects, one at a time though!
I’ve got a 1900 2 ½ story colonial that has some serious sagging floors that I want to re-support.
The first floor is easily accessible from the cellar but I want to be sure to use the proper size support cross beam and adequate number of columns.
My question is what formulation do I use to assure that I have the correct items?
One floor on the second story also needs to be supported and is directly above an area of the first floor that will need bracing.