P.S.  Just realized you're replacing sch 10 w/ sch40... why not just replace
the black sch10 w/ galv sch 10? That way you're ID's are the same but you're
getting the added benefit of a HWC of 120.





On 6/5/08, IPA <[EMAIL PROTECTED]> wrote:
>
> Todd, based on the fact that this is a repair, as mentioned, AND the fact
> that you're replacing pipe that *should* have been calculated with a
> hazen-williams c-factor of 100 (black steel) with piping that has a c-factor
> of 120 (galvanized) - I would say you're probably going to be alright - but
> better safe than sorry - so why not run calcs?
>
> -B-
>
>
>
> On 6/5/08, Todd Williams - FPDC <[EMAIL PROTECTED]> wrote:
>>
>> To do this job correctly (operative word) will require a lot more than
>> just pipe replacement and thus will need to be recalculated. As an example,
>> to properly pitch the pipe will require replacement of most of the dry
>> pendents feeding the floor below. The additional 30% increase and a few
>> other things have already been mentioned to the contractor. However, the job
>> spec treats this as a repair and doesn't really try to solve the problem of
>> water trapped in mains (except they want an add for an air dryer in the
>> quote)
>>
>> My question was more academic in that if you replace one pipe with a
>> different type of pipe with a similar loss per foot and make no other
>> changes, would it necessarily have to be recalculated. When does repair
>> become modification?
>>
>>
>>
>> At 12:31 AM 6/5/2008, you wrote:
>>
>>> If I had high confidence of all the following, I wouldn't see the need
>>> for
>>> new calcs:
>>>        -  Strictly pipe replacement (no added offsets, elbows, riser
>>> nipples, etc)
>>>        -  The original calcs were accurate (done properly and reflect 'as
>>> built' conditions)
>>>        -  Water supply hasn't deteriorated.
>>>
>>> A bit of a side note - if the attic has a roof with slope greater than
>>> 2/12,
>>> the design area very likely didn't include a 30% increase for the slope.
>>> That requirement didn't appear in 13 until 1996.  But since the pipe
>>> replacement is legitimately a repair, you probably don't need to meet any
>>> standard other than what was in effect 17 years ago.
>>>
>>> Ed Kramer
>>> Littleton, CO
>>>
>>>
>>> > I walked through an attic this afternoon where all of the existing
>>> > mains need to be replaced. The piping is 3" schedule 10 black steel,
>>> > that is developing leaks after 17 years (we found another one on our
>>> > tour). The proposal is out there to replace the existing with 3"
>>> > schedule 40 galvanized (and provide proper pitch). I did a couple of
>>> > quick calculations and at 250 gpm, the friction loss per foot for the
>>> > two pipes is very close to the same. (.077 for the sch 10 black v.
>>> > .075 for the sch 40 galv). My guess is that the difference in
>>> > pressure would be about 0.75 psi. The calc has about 12 psi
>>> > remaining. If this was strictly a pipe replacement (no other
>>> > modifications), would you recommend new hydraulic calculations?
>>> >
>>> > Todd G. Williams, PE
>>> > Fire Protection Design/Consulting
>>> > Stonington, Connecticut
>>> > www.fpdc.com
>>> > 860.535.2080
>>>
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>>
>> Todd G. Williams, PE
>> Fire Protection Design/Consulting
>> Stonington, Connecticut
>> www.fpdc.com
>> 860.535.2080  _______________________________________________
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>
>
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