strucguy
Structural
- Mar 20, 2007
- 235
I am a structural engineer and we work with architects on various building projects (commercial, institutional and residential). Trying to catch up will all the changes architects make in the last minute and having to deal with change orders from the steel sub in the aftermath has become a real nightmare for us. Every time we send drawings out for bid, we know our drawings are not up to speed because of the last minute changes by the architect. Just to meet the deadlines we release the drawings out anyway hoping we could address the same in a separate addendum. Changes in these addendums vary from slab edge dimensions, girt and steel elevations and some misc dimensions. But, every time we issue an addendum we get slapped with this crazy change order from the contractor, even when the shop drawing distribution hasn't begun. I understand that the contractor needs some time to address these changes, but it is very unreasonable to charge thousands of dollars just to address minor slab edge dimensions and steel elevations that in way have any impact on the length of the steel members. I am not sure how to address this issue without playing hardball with the architect and at the same time not being a j@%k to the contractor (that's what they think of us every time we reject their change order).