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Jerome J. Lazar, RA, CCS, CSI, NCARB
Senior Member
Username: lazarcitec

Post Number: 1714
Registered: 05-2003
Posted on Wednesday, October 05, 2016 - 02:35 pm:   Edit PostDelete PostPrint Post

The Architect drawings call for Type X Gyp Board in partitions that are not required to be fire rated, the GC wants to substitute with standard Gyp Board of same thickness. Is this acceptable? Is Type X stronger?
Dewayne Dean
Senior Member
Username: ddean

Post Number: 94
Registered: 02-2016


Posted on Wednesday, October 05, 2016 - 02:40 pm:   Edit PostDelete PostPrint Post

This might be more info than you want, but here it is :-)

Regular gypsum board, after water
is driven off by heat from a fire,
reduces in volume, develops large
cracks in the board, and eventually
fails. A 5/8 inch regular gypsum wallboard
panel exposed to 1850°F., will
fail in 10 to 15 minutes. By extrapolation,
a 1/2-inch board would probably
fail in 10 to 12 minutes.
Type X has a glass fiber reinforced
gypsum core. The fibers reduce the
extent and severity of cracks in the
board when exposed to flame and
heat, thus increasing the time it performs
without failure. Tests show that
Type X board, exposed to the same
1850° heat will remain effectively in
place for 45 minutes. It, too, ultimately
fails
Jerome J. Lazar, RA, CCS, CSI, NCARB
Senior Member
Username: lazarcitec

Post Number: 1715
Registered: 05-2003
Posted on Wednesday, October 05, 2016 - 02:43 pm:   Edit PostDelete PostPrint Post

Dewayne, appreciate the quick response, but my client does not need fire resistance, the question is other than fire resistance is Type X better than Standard?
Dewayne Dean
Senior Member
Username: ddean

Post Number: 95
Registered: 02-2016


Posted on Wednesday, October 05, 2016 - 02:49 pm:   Edit PostDelete PostPrint Post

Jerome,

"Type X has a glass fiber reinforced
gypsum core."

This should make it stronger.
George A. Everding, FCSI, CCS, CCCA, AIA
Senior Member
Username: geverding

Post Number: 831
Registered: 11-2004


Posted on Wednesday, October 05, 2016 - 02:58 pm:   Edit PostDelete PostPrint Post

My understanding is that regular gypsum board is 1/2" and Type X is 5/8". This has to do with efficiencies in manufacturing. At one time, you could get either in either thickness, but several years ago the manufacturers decided to standardize. 5/8" regular would therefore now be a special order, and probably end up costing more than 5/8" type x.

It's been several years since I have been involved in writing Division 09 specs, so you should verify this information from one of the major gypsum companies, National or USG. Let me know what you find out, if this is still the case.
Michael Chusid, RA FCSI CCS
Senior Member
Username: michael_chusid

Post Number: 221
Registered: 10-2003


Posted on Wednesday, October 05, 2016 - 02:58 pm:   Edit PostDelete PostPrint Post

"should make it stronger" is a reasonable assumption, but performance also depends on the gypsum board, gypsum to fiber bond, paper faces, etc.

Test data would be a more useful. I am sure the major gyp board companies can answer.

But first, what type of strength is customer looking for?
- Flexural
- Fastener head pull-over.
- Shear
- Wet strength
- Impact
- Crushing

Did architect have a bad experience that he/she is trying to avoid?

Let us know what you find out as I am interested.
Michael Chusid, RA FCSI CCS
www.chusid.com www.buildingproduct.guru 818-219-4937
Dave Metzger
Senior Member
Username: davemetzger

Post Number: 660
Registered: 07-2001
Posted on Wednesday, October 05, 2016 - 03:12 pm:   Edit PostDelete PostPrint Post

It's easy to overthink this. On several of our projects, the architect wanted to use Type X for all partitions because there was less field management and inspection required to make sure that the correct type gypsum board was installed in each partition. Having just one type of board solved this problem by avoiding it. The cost savings in the GC's field management outweighed any additional material and labor costs involved with using Type X board everywhere--though this may vary in different locations.

Another consideration is that 5/8" board provides higher STC ratings--is that an issue for the architect?
Sheldon Wolfe
Senior Member
Username: sheldon_wolfe

Post Number: 929
Registered: 01-2003


Posted on Wednesday, October 05, 2016 - 03:15 pm:   Edit PostDelete PostPrint Post

My thoughts, too, Dave.

George, 1/2 inch Type X is available. I recall the rumor, several years ago, that non-rated 5/8 inch board was going to be discontinued. Apparently, the economics don't justify doing so.
Jerome J. Lazar, RA, CCS, CSI, NCARB
Senior Member
Username: lazarcitec

Post Number: 1716
Registered: 05-2003
Posted on Wednesday, October 05, 2016 - 03:36 pm:   Edit PostDelete PostPrint Post

In So Florida its always about $$$, Architect called for Type X everywhere because it is a condo and more sound control is always better, the UL Assembly calls for 5/8 in. not 1/2 in. The Developer wants to reduce cost anyway he can, so he has asked the GC to cut corners and reduce cost. The bigger problem is going to be if all these changes are going to be documented in a record set, Florida Statutes require that the Developer turn over to the Condo Association a set of documents that depict the actual construction, however this is barely ever done.

When problems start developing with construction defects questions will be asked as to why construction in place does not match the drawings. Condo home owners do not care about the Developer wanting to save $$$, they want to know if they have been short changed.

These days sound control litigation is more likely than mold and mildew. The difference in gyp board thickness could certainly backfire on the Developer and the Architect.
Jerome J. Lazar, RA, CCS, CSI, NCARB
Senior Member
Username: lazarcitec

Post Number: 1717
Registered: 05-2003
Posted on Wednesday, October 05, 2016 - 03:42 pm:   Edit PostDelete PostPrint Post

Keep on responding, I have to leave the computer and put my shutters in place before the rain starts...yes I am in Broward County and we are going to have a visit from a storm called Matthew in 24 hours, so much fun I can not tell you.

Gas stations starting running out of gas last night.
Don Harris CSI, CCS, CCCA, AIA
Senior Member
Username: don_harris

Post Number: 292
Registered: 03-2003
Posted on Wednesday, October 05, 2016 - 04:00 pm:   Edit PostDelete PostPrint Post

Like Dave above, we use Type X for everything that doesn't require Type C. I was told by a contractor years ago that the cost difference between 1/2 and 5/8 X is nothing compared to the redo if some idiot puts 1/2 where the 5/8 belongs. 5/8 definitely gives better STC than 1/2. University clients of ours require 5/8 everywhere.
Guest (Unregistered Guest)
Unregistered guest
Posted on Wednesday, October 05, 2016 - 08:01 pm:   Edit PostDelete PostPrint Post

Have the GC tell developer to hire 3rd party inspector to continuously monitor installation so 1/2-inch isn't installed on rated partitions? Or better yet, GC's change order proposal should include such inspection...that should more than offset cost savings (if any) for using 1/2-inch board?
anon (Unregistered Guest)
Unregistered guest
Posted on Wednesday, October 05, 2016 - 03:31 pm:   Edit PostDelete PostPrint Post

Sheldon,

it's still available:

https://www.usg.com/content/usgcom/en/products-solutions/products/wallboard/lightweight-panels/usg-sheetrock-ultralight-panels-firecode-30.html
Brian Payne, AIA
Senior Member
Username: brian_payne

Post Number: 64
Registered: 01-2014


Posted on Tuesday, October 25, 2016 - 02:49 pm:   Edit PostDelete PostPrint Post

Don't be confused between Regular 5/8" and the newer Ultralight 5/8". The Ultralight is 30% lighter which is great on installers, but that 30% in weight will have a negative effect on acoustical STC. (Which as far as I know has yet to be substantiated.)

Be careful that the contractor is not using ultralight for non-rated walls. We are doing an office remodel right now, and the contractor is using 1/2" ultralight for the sound/dust partition. Not good.

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