JAE…
I agree that the same PE should stamp and sign both his/her drawings and the calculations that support them for the reason you cite....most of the time. I say "most of the time" because I have worked on projects (including a couple recent ones) where it made more sense to have one engineer stamp and sign the calculations and have another engineer stamp and sign the drawings.
In the past, when I managed my own projects, and often did the bulk of the design, I always stamped my drawings and the calculations that supported them. My current role now consists mostly of performing QA/QC reviews, training, mentoring, technical assistance, business development, etc. But, from time-to-time, I am asked to perform calculations that the design team (including the EOR) doesn't have the expertise to perform and there isn't time in the schedule for me to train someone.
For example, in 2018 I performed a multi-scenario steady-state hydraulic analysis for a stick (i.e., non-looped) piping system for a large, multi-discipline project, working in close coordination with the pipeline EOR. He has a lot of pipeline design experience, but had only ever performed relatively simple hydraulic calculations using a calculator or Excel. He had never modeled a system this size using dedicated network analysis software. (To me, the system was small, but it was beyond his current ability. In fact, he had tried to model it in Excel and 80+ man-hours later had buried himself in a confused mess. I joined the company as he was attempting to complete and debug his model. I suggested letting me build an EPANET model, and in less than a day I had it up and running. We have known each other for years and he was glad to hand it off.) As soon as we had iterated the pipeline design and the steady state analysis to a reasonable solution, we passed my model along to another engineer to run a transient analysis. My previous experience with transient analysis was limited to simple calculations, so we needed a third engineer to do that analysis. I had already performed some simple transient calcs to verify pipe pressure classes, but we needed a complete transient model using dedicated software, especially to identify low pressure waves. In a case like this, the hydraulic calculations informed pipe sizes, pipe pressure classes, air/vacuum valve sizes and locations, etc., but had no direct effect on the detailed pipeline design and the plan and profile presentation in the drawings. So, one pipeline EOR and two other expert PEs to back up the design, with us each stamping and signing our parts.
And, on the same project, I performed some structural calcs for well casings (axial tension, axial compression, collapse strength, and burst strength). The well design EOR has decades of well design experience, but none whatsoever for well casing calcs. In the past, he had used "cheat sheet" tables for preliminary design, then delegated the final design to the contractor's casing vendor. But, our contract required us to submit the four calcs I just listed as part of our final design package. He was very happy to learn that I already knew how to do these calcs. My calcs didn't affect the design (the casing thicknesses from the "cheat sheet" tables were good), they just proved it worked. So, one well design EOR and my PE to back up the design.
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