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Typical vs Places

7 REPLIES 7
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Message 1 of 8
chris31
403 Views, 7 Replies

Typical vs Places

How do you determine when it is correct to use "TYP." vs when it's correct to use "Places" or "12X" (as an example)?

7 REPLIES 7
Message 2 of 8
JDMather
in reply to: chris31

Technically, I think current standards do not permit "TYP" or "Places".  Those are english terms that might not be understood by non-english speakers.


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Message 3 of 8
mpatchus
in reply to: JDMather

All depends on who you are working for.

 

The government used to require "TYP XX PL" on their drawings.

(This was a few years ago, not sure if it still applies.)

 

The company standards should specify how features are to be called out on the drawing.

 

Mike Patchus - Lancaster SC

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Message 4 of 8
Cadmanto
in reply to: chris31

Chris,

My experience has been dependant on the type of drawing and how scattered the items are.  If they are in a general cluster and are easily identifiable, then I will use the 12X example as you say, but if there are generally more then 12-15 and scattered like I say, I will use the term "TYP".  I have also learned that those reading the drawings don't always understand the "X" after a number and are used to the "TYP".  So that might drive your decision as well.

 

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Message 5 of 8
LT.Rusty
in reply to: Cadmanto

I tend to use TYP by itself when I'm calling out dimensions.  If, for instance, I've got 4 corners with the same radius, I'll call them out as R5 TYP.  If I have holes, though, or nuts / bolts / other hardware / subassemblies / etc., then I'll use PLCS.  So, for instance, Ø2 TYP 6 PLCS.

 

(My company doesn't really follow 14.5 exactly, though.  For that matter, they don't even really enforce a single standard between sites, or even between designers / drafters / engineers within a single office.  My drawings, for instance, use Helvetica for the font, and the guy in the next cube over uses Arial, I think.  Our boss uses Tahoma.  Things can get a little messy from time to time.)

Rusty

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Message 6 of 8
wimann
in reply to: chris31

For me it kind of depends on what I'm detailing. To be honest, I don't really use PLC'S without TYP before it.

 

I might callout a connection detail to be TYP-4 PLC'S for example

 

where as a physical item may be TYP-4

 

I know it's not concrete, but I could almost say that I use PLC'S if it's a concept or a process and just TYP if it's a quantity.

 

The only time that it's a process and I don't put PLC'S is if the number of PLC'S is evident. And even then, somethimes it's better to specify. That might be a weld between two pieces who's quantities are noted. In other words, 4 plates, 4 pipes, weld called out between one plate and one pipe might say TYP instead of TYP-4 PLC'S.

 

We'll also use TYP for dimensions as well. However those aren't usually noted with a quantity unless additional clarity is needed. In which case it would be TYP-# PLC'S

 

Anyway... that's what I've come up with on the top of my head. I'm sure 20 minutes from now I'll come up with an exception.

 

Hope this help.

-Will Mann

Inventor Professional 2020
Vault Professional 2020
AutoCAD Mechanical 2020
Message 7 of 8
tmoney2007
in reply to: LT.Rusty

Are you in the building with me???

I think the vast majority of companies work within the Y14.5...Kinda standard.

We don't have the issue with fonts, but I would guess that its mostly because it takes extra effort to futz with that kind of thing.
Message 8 of 8
chris31
in reply to: chris31

I appears than that there is no hard and fast rule to differnetiate the usage.  Internally, we need to make a rule, and follow that.

 

We have about 20 machinists of various levels of expertise.  I don't worry about the more experienced.  Some of the younger guys though, may not interpret the drawing as the older fellows would.

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