Hi Everyone ,
First time up and I've got a ton of projects, one at a time though!
Iíve got a 1900 2 Ĺ 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.
Thanks, Dana