RE: Urgent Vent and Drain Issue!

From: <Prasad>
Date: Wed Jul 03 2002 - 01:06:00 EDT

Hey Paul,

Are you not forgetting another category?...guys who are not juniors, but have not yet reached the elder level. I guess that this set, and it includes me :-)), feels equally comfortable with 'absorbing' specs and 'looking these up on intranet'. However, since there are all types and all ages in most of the teams, things usually work out. You agree?

Cheers,

Mahavir

-----Original Message-----
From: Paul Bowers [mailto:pbowers@pipingdesign.com] Sent: 03 July, 2002 1:23 PM
To: PipingDesign@yahoogroups.com
Subject: Re: [PipingDesign] Urgent Vent and Drain Issue!

Someone already mentioned that connections may be required for shop hydro or pneumatic testing (not for draining or venting).

Unless the designer is actually specifying spool lengths and knows exactly how the parts of the puzzle will be assembled prior to erection - heh-heh, he said "erection" - in the field, usually the fabricator dictates any supplementally needed connections. The cost of this is covered in the contract.

PFDs should only show connections which are process-related or specially-required connections due to unusual fluids or processes. Adding this information at an early stage only confuses everything. P&IDs are similar; it is not required to show *every piping detail* on it. It's always fun to see the newbies argue about what should and should not be on the P&ID.

Then again, I'm assuming that even junior CAD guys are given project/process/piping specs the day they start and that they actually read and absorb them. Maybe I'm wrong and juniors are too busy these days/are not considered important enough to be given the documents.

Or maybe the older guys that know all this stuff can't figure out how to access the project specs on the intranet, so they sit around all day whining about the old days.

Comments?

Paul

> If at all, It will be as per the process requirement only. Are you sure
> it's not there in the P&ID?

> > Recently one of our Piping subcontractor has asked for extra drain
points
> > in the GRP pipe lines.These would be in additional to the normal high
> > point vents or low point drains. Is there any technical reason for the
> > same? Should the same be provided?

---

Unsubscribe: PipingDesign-unsubscribe@yahoogroups.com

Your use of Yahoo! Groups is subject to http://docs.yahoo.com/info/terms/ Received on Wed Jul 03 01:06:00 2002