ajk1
Structural
- Apr 22, 2011
- 1,791
As part of a general structural repair of a suspended structural slab with corroded rebar, we have been asked to also specify the replacement of metal exit doors and metal frame due to advanced corrosion of these members in the 40 year old public library building. The doors which are the entrance to a fire exit stair of the library have to be 2 hour rated.
Questions:
1. How should we specify that the new metal door frame be attached to the wall? The wall is 4" brick and 6" block cavity wall. Do they have to take down the masonry and rebuild it around the head and jambs of the new frame?
2. Does the 2 hour rating require anything special for the frame installation? For example, should the hollow space created by the frame be filled with grout? If so, I suppose it would have to be a liquid grout pumped in thru some access ports?
Questions:
1. How should we specify that the new metal door frame be attached to the wall? The wall is 4" brick and 6" block cavity wall. Do they have to take down the masonry and rebuild it around the head and jambs of the new frame?
2. Does the 2 hour rating require anything special for the frame installation? For example, should the hollow space created by the frame be filled with grout? If so, I suppose it would have to be a liquid grout pumped in thru some access ports?