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David G. Axt, CCS, CSI ,SCIP
Senior Member
Username: david_axt

Post Number: 1421
Registered: 03-2002


Posted on Wednesday, July 22, 2015 - 09:38 pm:   Edit PostDelete PostPrint Post

What is the difference between the Steel Stud Manufacturer's Association (SSMA) and the Steel Framing Industry Alliance (SFIA)?

I used to specify that steel stud manufacturers must be a member of SSMA. Now, I am wondering I should drop that requirement or include SFIA membership.
David G. Axt, CCS, CSI, SCIP
Specifications Consultant/Web Publisher
www.localproductreps.com
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 755
Registered: 10-2007
Posted on Thursday, July 23, 2015 - 12:06 am:   Edit PostDelete PostPrint Post

I would not require manufacturers of metal studs be members of either organization. Rather specify the standards in the AISC standard.

As I require SSMA took the leadership in defining standard notation for studs and in effect defining standard sizes that most manufacturers provide.
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 756
Registered: 10-2007
Posted on Thursday, July 23, 2015 - 02:53 am:   Edit PostDelete PostPrint Post

Correction I meant the AISI Standard
Justatim
Senior Member
Username: justatim

Post Number: 75
Registered: 04-2010
Posted on Thursday, July 23, 2015 - 07:30 am:   Edit PostDelete PostPrint Post

So far as I know, they are competing groups of manufacturers. They both, as well as the Certified Steel Stud Association (CSSA), have code-compliance certification programs.
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 934
Registered: 12-2006


Posted on Thursday, July 23, 2015 - 08:54 am:   Edit PostDelete PostPrint Post

Agreed. I no longer specify manufacturers or their organizations. It's a commodity. Performance specify and be done with it.
Richard L Matteo, AIA, CSI, CCS
Senior Member
Username: rlmat

Post Number: 676
Registered: 10-2003
Posted on Thursday, July 23, 2015 - 10:21 am:   Edit PostDelete PostPrint Post

I'v totally agree with Ken.
I just finished doing some research on steel stud manufacturer's. As a result of my research, I've decided to make my steel stud spec a performance spec.
One added comment: There is a lawsuit pending over the use of studs with equivalent coatings (EQ) or G40e.
Clark-Dietrich is the manufacturer promoting the EQ coatings and is being sued by Cemco & Marino/Ware.
The point is moot in Calif. for school construction as they (C-D) don't have an ICC ESR Report for the EQ coating, which is required by the Division of the State Architect (DSA).
Dave Metzger
Senior Member
Username: davemetzger

Post Number: 597
Registered: 07-2001


Posted on Thursday, July 23, 2015 - 10:35 am:   Edit PostDelete PostPrint Post

Let's not open that can of worms again.

http://discus.4specs.com/discus/messages/24/6768.html#POST39142
Guest (Unregistered Guest)
Unregistered guest
Posted on Thursday, July 23, 2015 - 11:09 am:   Edit PostDelete PostPrint Post

Richard,
Can you post some information regarding the suit? Any links to court records, etc.?
Richard L Matteo, AIA, CSI, CCS
Senior Member
Username: rlmat

Post Number: 677
Registered: 10-2003
Posted on Thursday, July 23, 2015 - 12:03 pm:   Edit PostDelete PostPrint Post

Unfortunately, I don't have any additional information.
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 935
Registered: 12-2006


Posted on Thursday, July 23, 2015 - 01:57 pm:   Edit PostDelete PostPrint Post

Guest, as far as I know they're still in the discovery phase. Several people on this forum were apparently deposed though, to my knowledge, no one was approached as being an expert witness so the purpose of that exercise is unknown. You can probably contact either side and request an update. They seemed willing to discuss this last I checked.

For those who did not know, the issue about the "equivalent" coating in that other thread only comes into play if you are allowing or specifying equivalent (dimpled) studs. As far as I know, all of the steel stud manufacturers still provide the standard thickness studs to meet specs that do not allow the use of EQ studs.

Who knows, maybe Green Girt will come up with a stud solution for CFMF.
Guest (Unregistered Guest)
Unregistered guest
Posted on Thursday, July 23, 2015 - 12:59 pm:   Edit PostDelete PostPrint Post

Fair enough Richard. I hear plenty of people talk about this lawsuit or that lawsuit when it comes to different products and until I see the actual records, I tend to take whatever is said with a gigantic grain of salt. Especially when the lawsuits or talk of lawsuits are coming from a competitor.

FWIW, I couldn't find anything substantial in a few quick google searches either. Looks like there have been a few suits being traded back and forth between these companies, but I wasn't clear that any of these are the suit you referenced.
Louis Medcalf, FCSI, CCS
Senior Member
Username: louis_medcalf

Post Number: 61
Registered: 11-2010
Posted on Monday, July 27, 2015 - 04:28 pm:   Edit PostDelete PostPrint Post

The SSMA "Product Technical Guide" has been through the ICC Evaluation Service and is ESR 3064P, which means stud sizes and spacing for both CFMF and non-structural studs based on the tables in the book meet IBC 2009 and 2012. The book is a free PDF download. They also have some handy standard details.
Gail Ann J. Goldstead, AIA, CSI, CDT, LEED AP, BD+C
New member
Username: ggoldstead

Post Number: 1
Registered: 03-2015
Posted on Monday, July 27, 2015 - 05:17 pm:   Edit PostDelete PostPrint Post

Louis,

Please post a hyperlink to this free pdf download.
Thank you.
Gail Goldstead
James Sandoz, AIA, CSI, CCS, CCCA
Senior Member
Username: jsandoz

Post Number: 171
Registered: 06-2005


Posted on Tuesday, July 28, 2015 - 08:47 am:   Edit PostDelete PostPrint Post

Gail, welcome to the 4specs Forum. In which part of the country are you located?
Gail Ann J. Goldstead, AIA, CSI, CDT, LEED AP, BD+C
Junior Member
Username: ggoldstead

Post Number: 2
Registered: 03-2015
Posted on Tuesday, July 28, 2015 - 08:53 am:   Edit PostDelete PostPrint Post

Hello James and all,
I work in Chicago:

Gail Ann J. Goldstead, AIA, CSI, LEED AP
Senior Technical Architect + Specifications Writer
Adrian Smith + Gordon Gill Architecture LLP

111 West Monroe Suite 2300 Chicago IL 60603
T 312 870 4202
Gail Goldstead
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 937
Registered: 12-2006


Posted on Tuesday, July 28, 2015 - 08:59 am:   Edit PostDelete PostPrint Post

This is the SSMA technical page:
http://www.ssma.com/technical-library-pages-9.php

Here are some useful items on Steel Framing Alliance website:
http://www.steelframing.org/quicklinks.html

Here is the technical page from CFSEI:
http://www.cfsei.org/technical-publications

The generic information that these organizations provide can be very useful. I suggest caution when relying on their more proprietary content, especially regarding restricting your specs to their member companies. Use of equivalent (dimpled) studs using higher ksi steel with thinner gage or related equivalent coatings should be the decision of the individual Specifier.

Best of luck.
Jerome J. Lazar, RA, CCS, CSI, SCIP
Senior Member
Username: lazarcitec

Post Number: 1439
Registered: 05-2003
Posted on Wednesday, July 29, 2015 - 12:51 am:   Edit PostDelete PostPrint Post

Ken, thanks for the links, very informative.
Gail, welcome to the forum, say hello to my old (college) friend Jorge V Soler.
Gail Ann J. Goldstead, AIA, CSI, CDT, LEED AP, BD+C
Member
Username: ggoldstead

Post Number: 3
Registered: 03-2015
Posted on Wednesday, July 29, 2015 - 08:45 am:   Edit PostDelete PostPrint Post

Jerome,

Will do.
Gail Goldstead
Sheldon Wolfe
Senior Member
Username: sheldon_wolfe

Post Number: 899
Registered: 01-2003


Posted on Wednesday, February 17, 2016 - 02:36 pm:   Edit PostDelete PostPrint Post

There are several archived threads about metal framing, but I'll stay with an active discussion.

ClarkDietrich Building Systems Awarded Record $49.5M in Product Disparagement Suit Against CSSA
Steven Bruneel, AIA, CSI-CDT, LEED-AP, EDAC
Senior Member
Username: redseca2

Post Number: 535
Registered: 12-2006


Posted on Wednesday, February 17, 2016 - 04:18 pm:   Edit PostDelete PostPrint Post

Hospitals in California also require an ICC ESR Report.
Mark Gilligan SE,
Senior Member
Username: mark_gilligan

Post Number: 780
Registered: 10-2007
Posted on Thursday, February 18, 2016 - 11:49 am:   Edit PostDelete PostPrint Post

I do not understand the basis for the ruling since my understanding is that these alternate supposedly "equivalent" coatings are not listed in the IBC.

Dietrich has been noted as being litigious. The metal stud market is apparently very competitive.

OSHPD, the agency regulating hospitals in California, cannot require and ICC ESR report but what is done may differ from can.
Anonymous (Unregistered Guest)
Unregistered guest
Posted on Thursday, February 18, 2016 - 02:23 pm:   Edit PostDelete PostPrint Post

Mark, to an extent you are right, they are not directly listed in the IBC ... however, they are incorporated by reference.

The IBC references AISI S220 for non-structural steel studs. (IBC 2015, 2211.1)

AISI S220 A5.1 states, "Nonstructural members utilized in cold-formed steel framed construction shall have a protective coating conforming to ASTM A653/A653M G40 minimum or shall have a protective coating with an equivalent corrosion resistance." (https://www.steel.org/~/media/Files/SMDI/Construction/CFSD%20-%20Pub%20-%20S%20220-11%20-%20Standard%20for%20Nonstructural%20Mbrs%20Final.pdf?la=en)

All ClarkDietrich needs is to show that their EQ coating provides an equivalent corrosion resistance, which they have done. Apparently the jury in Ohio agrees.

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