tedmed
Civil/Environmental
- Oct 9, 2000
- 6
On a design/bid/build public works project (a pedestrian bridge with rather long spans and major architectural embellishment), we are being told the following by our client (an architect):
- The structural engineer is responsible for the layout and dimensioning of staircases (rise/run, ADA issues, etc.)
- It is perfectly normal practice for the architect to refer to the structural drawings for all details and dimensions not shown.
- On a bridge with multiple skews, arched span fascias, battered pier fascias, quoining, etc., it is perfectly normal practice for the precast detailer to figure out how everything fits together and that no details are necessary beyond the general appearance concept and perhaps the arch radius, pier fascia batter and general quoining dimensions.
- An architect's seal can cover the structural design of special fencing and guardrails on the bridge (from our quick inspection, it is highly likely the design is not adequate).
Our firm mainly does bridges and other highway related structures. We do not deal with architects very often. From our limited experience, it appears that the architectural plans are merely conceptual at best. The architect has implied that the real intention is to do the architectural design by RFI and beating up the contractor's shop drawings. This seems to leave a structural engineer in a bad position to produce sealed drawings.
Any advice, ideas or similar experiences would be appreciated.
- The structural engineer is responsible for the layout and dimensioning of staircases (rise/run, ADA issues, etc.)
- It is perfectly normal practice for the architect to refer to the structural drawings for all details and dimensions not shown.
- On a bridge with multiple skews, arched span fascias, battered pier fascias, quoining, etc., it is perfectly normal practice for the precast detailer to figure out how everything fits together and that no details are necessary beyond the general appearance concept and perhaps the arch radius, pier fascia batter and general quoining dimensions.
- An architect's seal can cover the structural design of special fencing and guardrails on the bridge (from our quick inspection, it is highly likely the design is not adequate).
Our firm mainly does bridges and other highway related structures. We do not deal with architects very often. From our limited experience, it appears that the architectural plans are merely conceptual at best. The architect has implied that the real intention is to do the architectural design by RFI and beating up the contractor's shop drawings. This seems to leave a structural engineer in a bad position to produce sealed drawings.
Any advice, ideas or similar experiences would be appreciated.