On a thread discussed earlier, where I was told to "just do the job
according to the specs", but instead insisted on an underground
description--which ended up being described and drawn and submitted
by myself (because the sprinkler contractor was not budging, the gov't AHJ
was "too
busy to get into that level of detail", and the architect and GC were happy
to be cutting corners).   The other item on that job which was outstanding
was the use of existing mains.  They were about 25 years old.   I asked for
a reduced C-factor and got the same response as my request for a full
water supply description.  Seeing how I would have been following the
"yellow brick road" I am glad I did not enforce that request for a reduced
C-factor.   However, since the existing mains were to be exposed, I asked
them to inspect and tell me what the size of the nodules/corrosion was, and
to send me a picture.   One can do a calculation and back out a C-factor,
one
can also make an estimate of the C-factor using nodule/corrosion height and
a Fanning-friction factor.  The reference to the Ff can be traced from
comments
in the 13-Appendix.

I got fired from that job, immediately after the suggestion to "take some
pictures."
Was the request over the top?  Definitely in comparison to the "standard of
care",
but does this issue touch on system performance? If pipe was hanging
exposed, I suppose
someone should have taken advantage of that.  Why not look after the
client's (government's)
interests, after all, these buildings are expected to have lifetimes
spanning several generations.

The replacement consultant was hired to rewrite this job's specs; something
I offered to
work with the AHJ on for free, after reading those specs.  One of the specs
read, "check
to see if there is earthquake bracing."   Yes, I endorse inspecting old pipe
for
appropriateness of C-values.

scot deal
excelsior fire engineering
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