NewfieEng
Mechanical
- Dec 16, 2004
- 32
I am in a predicament and I need to hear from the experts.
My customer insistes that there should not be drain hole in the bottom of an ell that is on the discharge piping of our PSVs. He Quotes API 510 where it states that we need either a rain cap or a drain (I don't have API 510 so I cannot confirm that for sure), since we have a rain cap his company (huge international energy Company) wants all PSV to not have a drain hole.
On the other hand our ASME independant code inspector (certifies all out U1As and R1s) states that by ASME VIII, I, UG-135 we need a drain on the ells on the discharge form the PSVs. I have confirmed this and there dosen't seem to be any way to misinterpret this part of the code.
I don't want to piss anyone off since both can affect my work in a huge way. In the oppinion of the expets on this site who is right and who is wrong, or is it not that simple???????
My customer insistes that there should not be drain hole in the bottom of an ell that is on the discharge piping of our PSVs. He Quotes API 510 where it states that we need either a rain cap or a drain (I don't have API 510 so I cannot confirm that for sure), since we have a rain cap his company (huge international energy Company) wants all PSV to not have a drain hole.
On the other hand our ASME independant code inspector (certifies all out U1As and R1s) states that by ASME VIII, I, UG-135 we need a drain on the ells on the discharge form the PSVs. I have confirmed this and there dosen't seem to be any way to misinterpret this part of the code.
I don't want to piss anyone off since both can affect my work in a huge way. In the oppinion of the expets on this site who is right and who is wrong, or is it not that simple???????