I would like to ask the experts: what is the difference between an axonometric diagram designed by oneself and one prepared by the construction party?
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I have moved from the design phase to the on-site work, and I’ve noticed that the axonometric drawings provided by the construction units vary greatly and are completely different from the HG20519 standards. What standards should be followed when submitting axonometric drawings to the special inspection agency for construction purposes? I would be grateful if an expert could give me some advice.
It should be indicated with the actual dimensions, welder’s number, weld joint number, fixed and movable weld joints, etc. It is required to make annotations based on the axonometric diagram from the design institute. In reality, many design institutes do not provide drawings, so the construction units have to create them on their own, in a simple and concise manner.