I am glad you included an example of a typical skid you are building. There is no easy answer to your question because it depends on the specific connection details your designers are specifying.
If the tube to tube connections consist of grooves that are CJP, the welders would have to qualify using a TK or Y test. It seems that even if the welds are specified as PJP, the TY or K test applies. Now comes the tricky part. The code section on tubular joints is based on research on tubular structures used for offshore drilling platforms. That is overkill for most applications that involve small tubular frames.
The easy out is to eliminate the tube to tube connections. Use flare bevel grooves to transmit the loads from one tube to the next through the plate gussets. The ends of the tubes can be sealed with plate to "seal" out weather, but eliminate the tube to tube connections. Problem solved.
Al