I did not see anyone mention this in the discussion, so I am adding 2 cents 
worth.  As a licensed P.E., I am obligated to follow the licensing statutue in 
the states where I am licensed and practice.  One of the tenets of practice is 
to "hold the public health, safety and welfare paramount"  Another tenet is to 
"hold your client's information confidential".  These obviously can come into 
conflict and considered judgment must prevail, but notice that the 
confidentiality provision is not "paramount".  Thus, in engineering curricula, 
many include a course in professional ethics to help students, and then working 
professionals, to sort out these issues.  The bottom line is that where the 
threat of a serious and imminent danger to the H, S and W of the public (school 
kids in this case), then a P.E. probably has an ethical and legal duty to 
notify the AHJ. A non-P.E. performing a routine inspection may not have a legal 
duty, but may have an ethical one.  Regardless, this is a
 situation where finesse is needed.
   
  I have looked at these situations before and approached them as follows:  
  -  prepare the report identifying all the issues,
  -  if any of them appear to involve a serious and immiment threat, call those 
out and recommend prompt action,
  -  present the report to the client (holding all information confidential),
  -  gauge the response of the client, 
  -  decide if the response of the client appears to be appropriate,
  -  if not, then look at other options, including notifying the client that as 
a licensed P.E. (or contractor, or ethical professional) you are obligated to 
notify the AHJ and see if that gets the appropriate response,
  -  finally, if client takes no action to serious and immiment threats, call 
in the AHJ. 
   
  There may be other ways of notifying the AHJ short of sending the report.  If 
you have an established relationship, a call to talk about a "hypothetical 
situation" may prompt the AHJ to investigate on her own. In any case the 
seriousness of the situation should drive the process.
   
  Good luck, Forest.

[EMAIL PROTECTED] wrote:
  I just had a school district call me and yell at me for a report I did. I 
conducted a water flow test 2 months ago at this school. The water department 
and I observed that the PIV was shut. It had been shut for the past 6 years. 
Long story short the school asked me to open the valve and inspect for other 
problems. I spent an entire day surveying the school and wrote a 13 page report 
with pictures. Serious issues like rooms missing sprinklers. Ceiling clouds 
missing sprinklers etc. No drains or inspectors tests etc. 
I sent a copy to the fire marshal and building dept. Well fed ex delivered it 
to the fire marshal first and called the district before they got their copy. 
The school dist manager said that he emailed every school district in the area 
advising them not to use us and is threatening to sue us over sending a copy to 
the fire marshal. 


Forest Wilson 
Cherokee Fire 
Sent from my Verizon Wireless BlackBerry

-----Original Message-----
From: 

Date: Fri, 14 Nov 2008 07:56:27 
To: 
Subject: Seismic information Brownsville, TX - Monterrey, MX


I am in desperate need of some seismic information for the area around 
Monterrey Mexico,

Or someone familiar with the Mexican "Manual for Design of Seismic, CFE)?

Here's the data I've gotten. I need to know if it parallels IBC as far as when 
EQ bracing is required or if it's totally different and how these numbers and 
descriptions relate to IBC?

"5.2.- Seismic Data: (Per Manual of Design for Seismic, CFE)
Occupancy classification B
Structural System classification Type 1
Soil Profile Type From geotechnical report
Seismic Zone A
Response Spectra c= 0.16
Ta= 0.30
Tb= 1.50
R= 2/3
Ductility Factor Q= 2"

Thanks!


Craig L. Prahl, CET
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC 29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[EMAIL PROTECTED]
http://www.ch2m.com
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