Would someone be able to give me a ballpark number for wage rates for 
superintendant, Senior level fitter and helper for a sprinkler install in 
Wisconsin?   Large industrial project, 30ft high roofs, a Standpipe, several 
wet systems, two dry systems.  Not real complex.

Off forum would be preferred of course.  I'm trying to verify an estimate and 
the wage rates seem a bit low.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Jim Davidson
Sent: Wednesday, November 30, 2011 9:55 AM
To: [email protected]
Subject: RE: STANDARD WEIGHT RISER PIPE

Nominal Pipe Size (NPS) is a North American Standard sizes for pipes used for 
high or low pressures and temperatures. Pipe size is specified as a number and 
wall thickness as a schedule. The wall thicknesses were "Standard" weight, 
"extra-strong" and "double extra strong" this standard was established in 1927 
by the American Standard Association. STD is identical to schedule 40 for NPS, 
XS is identical to schedule 80 for NPS and XXS wall is thicker than schedule 
160. 
These designations of pipe strength are still in use today mostly in process 
plants. Make sure that what you are providing is what is specified by the EOR. 
I have seen where the plant specified standard weight pipe for sprinkler 
systems and the contractor went and installed schedule 10 pipe without waiting 
for plan approval by the plant's engineering team and the contractor had to 
remove all of the schedule 10 pipe and replace with schedule 40, the only good 
thing was the hydraulics worked for the schedule 40 also.     

Have a fire safe day.

Jim Davidson 
 
Davidson Associates 
Fire Protection * Medical Gas * Code Consulting  
302-994-9500   Fax:302-234-1781


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Hinson, Ryan
Sent: Tuesday, November 29, 2011 10:00 AM
To: [email protected]
Subject: RE: STANDARD WEIGHT RISER PIPE

Schedule 40 is standard weight up through 10" pipe sizing per the Machinery's 
Handbook 26th Edition Pipe and Pipe Fittings Table 1. American National 
Standard Weights and Dimensions of Welded and Seamless Wrought Steel Pipe 
ANSI/ASME B36.10M-1995.  DoD guidelines required schedule 40 piping in many 
applications and require grooving to be cut, not rolled, something that cannot 
be done with schedule 10.

Ryan Hinson
Burns & McDonnell
Direct: 952-656-3662

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of George Church
Sent: Tuesday, November 29, 2011 8:46 AM
To: [email protected]
Subject: RE: STANDARD WEIGHT RISER PIPE

There is no requirement in 13 for a riser to be Schedule 40. 
The EOR must be wanting to increase the robustness of the riser for some other 
reason.
Hopefully he doesn't require threaded joints or there may be some guys looking 
for larger wrenches than they're used to using (and maybe some larger muscles 
than they have).

While some might quibble that "standard weight" could now be argued to be Sch 
10 for sprinkler mains and risers based on industry usage, I don't think they'd 
win an argument with the EOR that when he said standard weight, he meant Sch 40.

George L.  Church, Jr., CET
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE       570-837-6335 fax
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of 
[email protected]
Sent: Tuesday, November 29, 2011 8:29 AM
To: [email protected]
Subject: STANDARD WEIGHT RISER PIPE

In the spec it states; "Each vertical water supply riser shall be standard 
weight pipe from grade floor level at entry of feed main into building up to 
the highest horizontal cross main."


What is that supposed to mean?  I've had more contractor confusion over that 
statement and I've been trying to find if there's a requirement for the riser 
to be Schedule 40 instead of allowing it to be Schedule 10 within the NFPA 13 
Standard.  So far I haven't found anything that dictates pipe weight for a 
riser.  

Anyone have any insight to offer?

Craig L. Prahl, CET   
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
_______________________________________________
Sprinklerforum mailing list
[email protected]
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
_______________________________________________
Sprinklerforum mailing list
[email protected]
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum


_______________________________________________
Sprinklerforum mailing list
[email protected]
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
_______________________________________________
Sprinklerforum mailing list
[email protected]
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

Reply via email to