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Brian Payne
Senior Member
Username: brian_payne

Post Number: 252
Registered: 01-2014
Posted on Monday, January 03, 2022 - 10:20 am:   Edit PostDelete PostPrint Post

Anyone have any recomendations. We typically do rubberized asphalt, but in this case are staying away from those products because of the CLTs. Thoughts?
David L. Heuring, AIA, CCCA
Senior Member
Username: daveh

Post Number: 8
Registered: 04-2020
Posted on Monday, January 03, 2022 - 10:51 am:   Edit PostDelete PostPrint Post

Brian- see if you can open this design guide- maybe it will be helpful

https://www.fpl.fs.fed.us/documnts/pdf2013/fpl_2013_glass001.pdf
David L. Heuring, AIA, CCCA, LEED AP, NCARB
Ronald J. Ray, RA, CCS, CCCA, CSI, SCIP
Senior Member
Username: rjray

Post Number: 206
Registered: 04-2004
Posted on Monday, January 03, 2022 - 10:57 am:   Edit PostDelete PostPrint Post

Brian,

I think hot- or cold-applied rubberized asphalt is a good approach for a plaza deck, even with a wood roof deck.
If a WUFI analysis has determined that a vapor retarder is required as part of the roof assembly, a self-adhering vapor retarder compatible with the roofing membrane would protect the wood deck.
If a vapor retarder is not required, one could mechanically attached a asphalt base sheet, or a vented base sheet, over the wood deck prior to installing the roof membrane.

If you prefer another type of roof membrane, any single ply or modified asphalt membrane of your choice, would work.

Ron
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 1424
Registered: 12-2006


Posted on Monday, January 03, 2022 - 11:08 am:   Edit PostDelete PostPrint Post

Taking a quick look at one manufacturer's list of acceptable deck assemblies - https://www.hydrotechusa.com/waterproofing/assemblies it appears that "wood plank" can be an acceptable substrate. Perhaps a short phone call with their technical folks can resolve this for you.
Greta Eckhardt (Unregistered Guest)
Unregistered guest
Posted on Monday, January 03, 2022 - 11:15 am:   Edit PostDelete PostPrint Post

This application is really for a waterproofing (not roofing) membrane, and the presence of wood below it makes it very important to use the most reliable waterproofing membrane available. I agree with Ron that rubberized asphalt would be the product of choice. Since it is typically applied to a concrete surface, I think a cement board substrate would be needed over the CLT, or I think it is also possible to pour concrete over CLT. Perhaps a gypsum-based layer will be needed somewhere for fire-resistance. Before discounting this excellent type of membrane, do contact American Hydrotech or another manufacturer to see what they recommend, and what assemblies have been tested for fire performance.

And I realize that this may not always be the specifier's role, but you could also ask why they are using CLT in this application. If a concrete deck would provide the most durable, best-performing substrate for this plaza deck assembly, then is that not far more sustainable than calling for a trendy solution that supposedly "sequesters carbon" but may be causing deforestation and meanwhile could be damaged by moisture?
James Sandoz, AIA, CSI, CCS
Senior Member
Username: jsandoz

Post Number: 340
Registered: 06-2005
Posted on Tuesday, January 04, 2022 - 09:45 am:   Edit PostDelete PostPrint Post

Is the CLT roof deck exposed on the underside? That is about the best reason I can think of to use CLT. In any case I think Ronald's and Greta's advice is good.
Brian Payne
Senior Member
Username: brian_payne

Post Number: 253
Registered: 01-2014
Posted on Tuesday, January 04, 2022 - 10:17 am:   Edit PostDelete PostPrint Post

Thanks everyone. The office building is a mass timber project with a few small-ish balconies, so changing to another substrate is not really possible. I believe the concern was having a hot kettle on a wood deck. A CBB or concrete topping slab is a possibility, but since the structure is flat, we would either need to slope the topping slab or use tapered insulation which lends itself well to a single ply install.
Ronald J. Ray, RA, CCS, CCCA, CSI, SCIP
Senior Member
Username: rjray

Post Number: 207
Registered: 04-2004
Posted on Tuesday, January 04, 2022 - 11:09 am:   Edit PostDelete PostPrint Post

The waterproofing or roofing discussion has been around for a while. It is a decision either the architect or building code official needs to make. Personally, I would consider it roofing.

In the IBC, “roofing” has different requirements that waterproofing, one of which is wind uplift resistance.

FM Approvals’ RoofNav no longer list wood decks as part of an approved system. However, SPRI’s DORA does include wood roof decks using the same testing protocol historically accepted by FM Approvals.

I doubt that DORA has wind uplift listings that include a cementitious backer board substrate, although some roof manufacturer may have tested such a system to meet the FM’s VSH hail-resistance rating.

Regarding the use of tapered insulation, with the proper cover board, this would be an acceptable substrate for hot- or cold fluid-applied roofing membranes.
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 1425
Registered: 12-2006


Posted on Tuesday, January 04, 2022 - 11:38 am:   Edit PostDelete PostPrint Post

Actually by Code Deborah is correct, it is technically waterproofing. That is also the reason why no slope is required. If it's roofing you'll need slope.

I've asked my Sika Hydrotech golden rep, Matt Carr, to weigh in on this. Looking forward to their reply.
Paul Sweet (Unregistered Guest)
Unregistered guest
Posted on Tuesday, January 04, 2022 - 12:59 pm:   Edit PostDelete PostPrint Post

Will there be pavers, which could resist uplift, over the membrane?
Brian Payne
Senior Member
Username: brian_payne

Post Number: 254
Registered: 01-2014
Posted on Tuesday, January 04, 2022 - 01:42 pm:   Edit PostDelete PostPrint Post

Yes, Concrete pavers and pedastals.

Just got off the phone with my Hydrotech rep as well and he's going to do a bit of research, but his off the cuff opinion was there should be no reason why we can't stick with Hydrotech.

On the roofing vs waterproofing conversation...it may technically be waterproofing, but I have always found the waterproofing spec sections to be less than what I need and have stuck with the roofing spec for several years now. I get reminded of my recision by my waterproofing consultants on most every job, but it gets built right no matter.
Phil Kabza
Senior Member
Username: phil_kabza

Post Number: 696
Registered: 12-2002


Posted on Wednesday, January 05, 2022 - 05:02 pm:   Edit PostDelete PostPrint Post

Whichever membrane you select, strongly consider one that is compatible with a leak detection system. You could get a long way toward damaged CLT substrate before occupants noticed a leak. Leaks will occur at the balcony / building interface. You want a Swiss watchmaker on the team to handle the flashing there.
Phil Kabza FCSI CCS AIA
SpecGuy Specifications Consultants
www.SpecGuy.com
phil@specguy.com
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 1426
Registered: 12-2006


Posted on Monday, January 10, 2022 - 11:00 am:   Edit PostDelete PostPrint Post

This is from John Hamati, American Hydrotech, jhamati@hydrotechusa.com:
"Hydrotech’s HRA, MM6125-FR has been applied on multiple CLT projects around the US and North America. I believe the largest CLT deck in North America just finished (or in the final stages of) receiving Hydrotech’s waterproofing assembly. This substrate is growing in popularity and we are seeing it more often now. Based on the industries’ feedback and what we have experienced; CLT structures can be susceptible to moisture and dimensional changes. Hydrotech does recommend the addition of cement board, gypsum sheathing, or plywood boards above the CLT and have it properly fastened to it. Other projects utilized a layer of CIP concrete. MM6125-FR is then properly applied over that."

Keep in mind that if you put sheathing over the CLT you need to treat the joints. Only the reinforced 215-mil systems can be used.

Hydrotech has a Mass Timber Construction brochure that has some useful technical content. I've asked for a link.
ken hercenberg
Senior Member
Username: khercenberg

Post Number: 1427
Registered: 12-2006


Posted on Tuesday, January 11, 2022 - 03:56 pm:   Edit PostDelete PostPrint Post

Here's a link to Hydrotech's brochures https://www.hydrotechusa.com/resources/resources.php?page=2&category=Brochures. The mass timber brochure is on the second page of available links.

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