Geoffre14
Structural
- Jul 30, 2008
- 19
As a structural engineering firm, in response to very specific scope RFP, we were hired to provide sizing of masonry lintels and wood joist sizes--nothing else.
We are not stamping any plans or calculations. Our sizes were communicated to the architect via email, to be incorporated into their plans.
I have come to find out that the architect is copy-pasting an underpinning design from a neighboring, similar building.
I have suggested both verbally and in written emails that they hire an underpinning engineer. I have also suggested that a lateral analysis should be performed due to the large openings they are creating in the existing shear walls; my firm is capable of this work but it is outside our scope per the contract. To date, the architect has ignored our advice.
I am very worried that--because we are the only engineer on the team and despite not stamping any work--we could face risk if something goes wrong. Even if nothing collapses, any delays due to someone else flagging the project (building dept, contractor, neighboring residents), my firm could get roped into litigation.
I would quit the job if I was wasn't worried about being somehow liable for not performing to the contract we've entered. The fee is tiny. (Obviously, this is all occurring because the architect is trying to pinch pennies.)
I can't tell if I am overreacting.
What would you recommend? Am I overreacting? I've made my opinion clear to the architect in writing, and I am stamping nothing. Is the architect taking on all the risk and do I have none?
We are not stamping any plans or calculations. Our sizes were communicated to the architect via email, to be incorporated into their plans.
I have come to find out that the architect is copy-pasting an underpinning design from a neighboring, similar building.
I have suggested both verbally and in written emails that they hire an underpinning engineer. I have also suggested that a lateral analysis should be performed due to the large openings they are creating in the existing shear walls; my firm is capable of this work but it is outside our scope per the contract. To date, the architect has ignored our advice.
I am very worried that--because we are the only engineer on the team and despite not stamping any work--we could face risk if something goes wrong. Even if nothing collapses, any delays due to someone else flagging the project (building dept, contractor, neighboring residents), my firm could get roped into litigation.
I would quit the job if I was wasn't worried about being somehow liable for not performing to the contract we've entered. The fee is tiny. (Obviously, this is all occurring because the architect is trying to pinch pennies.)
I can't tell if I am overreacting.
What would you recommend? Am I overreacting? I've made my opinion clear to the architect in writing, and I am stamping nothing. Is the architect taking on all the risk and do I have none?