Our project is required (by code) to raise the elevation of the ground floor slab, to account for future sea level rise.

Our project is reusing an existing church, and adding an adjacent 4-story wing, with a connector in the middle.

I am working on 14,000sq ft 8 story historic high profile project in NYC that is keeping almost 100% of the exterior skin and framing but is removing almost all of the structural floor and roof dec

I have a question regarding compliance with this credit as long as MR Credit 1.2. Would this credit apply to a situation in which we are renovating (i.e.

We have reused and relocated some steel roof joints in an existing building (between additional existing joists to reduce the spans in an area).

If you move a core and shell to a new location, it is building reuse or materials reuse?

We are constructing a new building next to the existing building, the two buildings will not be attached.