4specs.com    4specs.com Home Page

PORTLAND CEMENT STUCCO IN NEW ENGLAND Log Out | Topics | Search
Moderators | Register | Edit Profile

4specs Discussion Forum » Archive - Specifications Discussions #4 » PORTLAND CEMENT STUCCO IN NEW ENGLAND « Previous Next »

Author Message
Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 426
Registered: 01-2008


Posted on Friday, February 11, 2011 - 01:37 pm:   Edit PostDelete PostPrint Post

Is there an association in NE similar to the Northwest Wall and Ceiling Bureau in the PNW that provides recommendations for detailing, workmanship and installation of 3-coat stucco over gypsum sheathing:
1-water-resistive barrier
2-cavity drainage

Project in New Haven CT

Thanks
Anne Whitacre, FCSI CCS
Senior Member
Username: awhitacre

Post Number: 1116
Registered: 07-2002


Posted on Friday, February 11, 2011 - 01:49 pm:   Edit PostDelete PostPrint Post

I've done stucco in NE and used the details and recommendations of the NW Wall and Ceiling Bureau. New England has greater degree of freeze/thaw, but the climate isn't any more extreme than say... Spokane but with salt water. The only other "plaster bureau" that seems comparable to the NW is the one in Southern California/Nevada.
John Bunzick, CCS, CCCA, LEED AP
Senior Member
Username: bunzick

Post Number: 1299
Registered: 03-2002
Posted on Friday, February 11, 2011 - 01:50 pm:   Edit PostDelete PostPrint Post

None that I've ever encountered, in part because stucco is relatively uncommon here. I think there was a period, probably early 20th century, where stucco was used on homes, but I've never seen it used here in modern construction. You might consider the difficulty in finding the mechanics to apply it properly for a project in New Haven.
John Bunzick, CCS, CCCA, LEED AP
Senior Member
Username: bunzick

Post Number: 1300
Registered: 03-2002
Posted on Friday, February 11, 2011 - 01:52 pm:   Edit PostDelete PostPrint Post

We may not have greater freeze thaw than Spokane because temperatures just stay cold for much of the winter. We do have about 40 inches of rain, some every month, though.
Jeffrey Wilson CSI CCS
Senior Member
Username: wilsonconsulting

Post Number: 44
Registered: 03-2006
Posted on Friday, February 11, 2011 - 03:14 pm:   Edit PostDelete PostPrint Post

Not specific to New England, but the Portland Cement Association still publishes a stucco manual:

http://www.cement.org/stucco/

I have a version from 1980, which does not have region-specific recommendations. Assume the current one would likely address contemporary issues such as moisture management.

I'm in Pennsylvania, where stucco is used. For improved performance, I usually suggest that my clients look at engineered systems like Sto Powerwall if they're considering stucco.
Anne Whitacre, FCSI CCS
Senior Member
Username: awhitacre

Post Number: 1117
Registered: 07-2002


Posted on Saturday, February 12, 2011 - 01:07 pm:   Edit PostDelete PostPrint Post

in the northwest, the stucco recommendations are pretty standard now, and they work.
1) have a drainage plane behind the stucco
2) reinforce with fiberglass rovings 1/2", 1 to 2 pounds per sack of cement; and keep panels to less than 120 square feet;
3) use 100% acrylic coating for the top coat.
All three things are important because they reinforce each other in terms of making sure there is good drainage; the panels are reasonably sized, and the fiberglass reduces cracking; the acrylic bridges minor cracking.
I would add to that, that the backup construction has to be reasonably stiff enough as well -- and that number (L/whatever) will change depending on how large the window area is and what the wind loads are. Calculate the deflection including the glazing panels, but reinforce the walls with additional stiffness until the walls are fully glazed.
Tim Werbstein, AIA, CSI, CCS
Senior Member
Username: tim_werbstein

Post Number: 36
Registered: 09-2006
Posted on Monday, February 14, 2011 - 07:44 am:   Edit PostDelete PostPrint Post

There's no organization of that sort in the Baltimore/Washington area... In fact, as of about 6 years ago, there was ony 1 (one) guy who did (genuine) stucco at all, and that's a 2-coat stucco. Ususaly they SAY they do stucco; but their description is of an old EIFS without a drainage mat. Most also apply what I consider a "remedial" top coating. (If I wanted textured paint, I would specify textured paint.)

Also, there's no availability of deep-red-colored, out-of-the-box stucco. All the colors are pastel, Southern California colors! However, I found the, yes, "California Stucco Company" in New Jersey, which makes a deep red, that exactly matched the brick nearby, which is what I wanted.

The 2-coat-stucco guy was concerned that the stucco would not be uniform (think textured paint), but that's what I wanted, The brick has a range too.

The final result is still getting compliments.
Lisa Goodwin Robbins, RA, CCS, LEED ap
Senior Member
Username: lgoodrob

Post Number: 123
Registered: 08-2004
Posted on Monday, February 14, 2011 - 09:39 am:   Edit PostDelete PostPrint Post

In New England, I have a couple clients doing high end residential work with true stucco exteriors. Seems like the $10 million house market is recession-proof.
I think the most important recommendations are having a good subcontractor, mock-up panels, and control joints. The Architects who don't understand control joints at interior GWB are not likely to do this properly at the exterior 3-coat stucco.
Wayne Yancey
Senior Member
Username: wayne_yancey

Post Number: 427
Registered: 01-2008


Posted on Monday, February 14, 2011 - 09:54 am:   Edit PostDelete PostPrint Post

Thanks to all respondents.

I will use Ann's assembly.

Thanks

Wayne

Topics | Last Day | Last Week | Tree View | Search | Help/Instructions | Program Credits Administration