SteelPE
Structural
- Mar 9, 2006
- 2,759
Am I the only one out there that does their best to comply with this section of the building code?
I just received a set of drawings in from a large engineering company to help a fabricator out with some connection designs. While the drawings look great (we have a nice 3D BIM model shown on the plans) they are missing the entire compliance section of section 1603. I have no idea how the building was designed (is the building suppose to be a greenhouse, a movie theater a hospital?).... which makes it difficult to design the connections.
The also have stub outriggers with no moment connections and knee braces with no dimensions showing how to place the knee brace within the frame.
If the job goes forward, I'm sure this is going to be straightened out with a few phone calls. However, it is very frustrating.
I just received a set of drawings in from a large engineering company to help a fabricator out with some connection designs. While the drawings look great (we have a nice 3D BIM model shown on the plans) they are missing the entire compliance section of section 1603. I have no idea how the building was designed (is the building suppose to be a greenhouse, a movie theater a hospital?).... which makes it difficult to design the connections.
The also have stub outriggers with no moment connections and knee braces with no dimensions showing how to place the knee brace within the frame.
If the job goes forward, I'm sure this is going to be straightened out with a few phone calls. However, it is very frustrating.