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What you describe, I used to deal with all the time. 1st, in a situation like that, if you have retained the use of a design professional for a fee, you can't release that person to complete a full design of something without first reviewing the situation and identify what things need to be determined to make it work. Hoisting and live load ratings of the floor is all you needed to determine that. Field people, trades and similar have a good wealth of knowledge on means and methods in most cases, a designer may not in most instances, but it depends on the background and experience of the person involved, we all come from different walks of life and backgrounds and some who you may think just because they are a designer don't have suitable field experience, might just be a hands on type, not often found but there are some that do have a well rounded background. A situation like this is a combined effort, field people and the engineer. Instruct the engineer to analyze the floor, provide a design to reinforce it with temporary shores or whatever needs to be done to the floor to accomodate the new equipment, maybe it's load rating had to be increased, only in the area where the equipment, compressor is to be installed, the rest could have been shored temporarily or maybe there was some structural retrofit needed overall and that would also work and was in the budget. Either or, once you have those determinations on the table, you can cost load them; temp shores = x, structural modifications = Y compare and decide what works best there. Now you can achieve the ratings you need, and what the engineer did for you here is very valuable because using my example you have 2 scenarios to compare.
Being a field person you knew the telescopic material handler would probably make the pick, it is an easier thing to determine, then you just needed to make sure the floor could handle the loads once the unit is placed onto it and is to be moved to it's location to complete the excercise.
The engineers idea or plan for a "one of" system to do the same job of hoisting and the rest, was probably unecessary, how could someone release the engineer to commence a design of something that could easily be ruled out in conceptual stage up front ? That is a waste of design time and fees, shows no one did any value engineering nor had any capability to do so up front. It also shows that no qualified person took the lead here, you need that to happen, someone has to take the lead that knows what they are doing and what important answers they need to make it happen, and what things do not apply. Hoist, yep get me a Lull 844D ( I've used those, they are a great piece of equipment ), ok what does the floor hold, can we shore it, or are we going to permanently beef it up..... done. There are times when you do need that engineer to do an all out design of something that could be a "one of" 1 time use etc., but that is usually the case on much larger complex projects, like in industrial plants and or similar. I have had a few designed when there was no other choice, that happens too, and from the designers view, it works, can be done but may not provide the best value to an owner or can be value engineered to reduce costs by utilizing more cost effective means.
A little value engineering, collaboration between field people and design people goes a long way to create solutions to complex problems and to keep costs from becoming excessive. Team effort, forget titles, credentials etc., work together and get it done, even if you have to look at multiple scenarios first. Maybe some designers, consultants do like to fluff up billing hours, I've know a few that seemed to have a reputation for that, but I can tell you one thing, in a situation like yours, someone needed to direct the engineer, not let that person take lead. He billed for hours that rendered a useless and non-applicable design, that also canned the project. I had one engineer that was the structual engineer of record for a building I was a project manager on, and he would not make 1 lousy site visit to review a very delicate situation that could have collapsed an adjacent building that he designed the underpinning for. The existing building's stone foundation encroached into the new buildings foundation. This is like 2 cars trying to park in one spot, something has to give, and this was holding up my project. Nope, he refused,( in shear arrogance) to look at in the field. I had to make the changes myself and demanded that he take these changes and provide me with a design based on what I told him needs to be done. It cost the owner an additional $55,000, I could not risk collapsing the existing building, so I had to put a slight jog in the foundation, coordinate the masonry shell, eliminate precast concrete plank in that section on that floor and change it to reinforced concrete, my design, he had to calc it and provide the actual details with a revised stamped detail amending the drawings. If I did not take the lead here, this would have screwed up the critical path of the job and caused a sizable delay. Excellent example for discussion, can't tell you how many situations similar I've dealt with, back and forth with an engineer or other designer, sometimes it's not easy to find solution that can be built and will not break the budget. I find that once you have developed a working relationship with a designer, working as a team, is most effective.
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