I am looking to do a remodel on a 2.5 story in the kitchen. We are looking at removing a section of loading bearing wall that spans a total of 13 feet but will be broken into two sections one @ 9 feet the other @ 4 feet. We plan getting an engineer to sign off, but wanted some feedback on the support beam. It is an older some so it is true 2*4 construction. I was hoping to use 2by12 sandwiched with glue and sheathing and then split between the two sections and carried at both ends and where the 9ft and 3ft section might. I also plan on keeping the current solid oak 2by8 in its place while putting the 2by12 below it. Any Thoughts?