cmrdata
Structural
- Oct 19, 2010
- 70
I have a detail showing the typical shelf angle that supports the cladding system. The contractor submitted a RFI asking if the shelf angles coming in at 90 degrees at the building corner should be mitered and welded together, and my response was yes. Six months later and after the work is done, they came back and submitted a request for additional payment because such welding requirement at the corner was not specifically called out in the documents.
I understand this is a grey area and it comes down to how far we should go as far as detailing is concerned. I appreciate everyone's thoughts on this subject. Thanks.
I understand this is a grey area and it comes down to how far we should go as far as detailing is concerned. I appreciate everyone's thoughts on this subject. Thanks.