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Jul24
Leaks Through Split Face Block
Filed under: The Construction Process, building design; Tagged as: aluminum window leak, cinder block leaks, concrete block leaks, masonry leaks, split face block leaks5 CommentsBeing market driven, your Chicago Window Expert has been driven into the world of masonry by Chicagoans driven to distraction by leaks driven through split face block walls. Is this onomatopoeia?
Split face block is a variation of concrete block, otherwise known as CMU (cement masonry units) or even “cinder block”. The split-face variety has an irregular exterior face designed to look like chiseled stone, and the effect works. Split face has a warm appearance that is far more attractive than common brick. In fact, if I was blind, I would say it looks exactly like chiseled stone.

For this reason, literally hundreds of developers in the past 20 years chose split face block as their exterior wall material for the sides and backs of 3 flats, 6 flats and other multi-unit residential buildings. They generally used higher quality glazed brick on the front of the buildings, resulting in fewer leaks there.

We utilized a spray rack on a masonry corner that is known to leak, in order to view the leaks on the interior

Fifteen minutes into the spray rack test, these leaks appeared on the interior of the split face block.

This mason knows what he is doing. Through-wall flashing in block backup wall is a few courses above the lintel location. Tiebacks are seen dotting the face of the block.
It’s easy to trash split face block as a “bad” material and to condemn the developers as greedy and evil. But from what I am seeing, these developers tried to put together a decent product. They used nice exterior design and decent interior finishes.
Unfortunately, they appear to be ignorant of certain simple facts of construction. And if they are ignorant, maybe it is actually their architects who are to blame.

Galvanized wire tiebacks are bedded in mortar joints so that the little loops project out, available for hooks coming from the face brick, to engage.
Whomever deserves blame for the split face block fiasco, the unfortunate current owners are left holding the soggy bag.
After having been called to four different buildings with leaking split face block walls, I found one where the leaking was so bad that the interior drywall had to be removed. This afforded me a rare glimpse of a split face block wall leaking in real time.

Bituminous waterproofing is sprayed on the face of the block backup wall prior to installation of the face brick. Yes!
With the use of a spray rack, I was able to induce active leaks in just a few minutes. Check out the pictures at the right and the video below video for some fairly shocking imagery.

The finished product is not only attractive, but it .will provide many years of leakproof use. It's all in what's behind.
Here are the facts that were ignored, and a thumbnail history of how that happened, about masonry and split face block:- All masonry leaks. Split face block just leaks more.
- Newer masonry leaks more than older masonry. This is because older masonry is generally more massive. In the old days, masonry was used to actually hold up the building (the Monadnock Building has structural masonry walls 8 feet thick at the base). A smaller older building may easily have three or more wythes (thicknesses) of brick. The sad building we sprayed in the video had only one wythe of hollow split face concrete block.
- As our buildings evolved, masonry became an ornament, not a structural element. Other stuff was needed to hold it up and yet other stuff was needed to make it waterproof. We began to utilize masonry cavity walls, also known as brick and block construction. In this scheme, an inner wall of concrete block is built, then the face brick is built to the outside of the concrete block, with an airspace between the two. Intermittent connecters tie the two masonry layers to one another for stability. The outside of the block wall is waterproofed, so that water that penetrates the face brick will simply drain down to the bottom, where metal or rubber flashings direct the water outside.
- Then some brilliant, cost cutting builder thought, “Who needs the waterproofing?” And that started the moist, slippery path we see today.
- Because the next brilliant, cost cutting builder thought, “Who needs the back-up concrete block wall?”
- And then the next brilliant, cost cutting builder thought, “Who needs a glaze on the brick?
- And then the next brilliant, cost cutting builder thought, “Who needs brick (a dense clay mixture fired in a furnace) at all? Why not just use lightweight, hollow concrete block instead?
And thus the once-proud masonry wall (there is even a society that uses the surpassing strength and mystical beauty of masonry as a metaphor for the way one should live one’s life – ever hear of the Masons? Illinois Masonic Hospital?) has been cheapened by degrees so that it doesn’t even hold itself up any more, let alone keep out the rain.And so, dear reader, if you plan to involve yourself with this wonderful, yet shamefully degraded material, please understand that it needs some help in order to do its job:
- Masonry needs a waterproof barrier behind it and an airspace to allow water to drain.
- Masonry needs tiebacks that stabilize it and connect it to structural material behind it, yet these tiebacks must not violate the water barrier.
- Masonry needs metal or rubberized flashings at the bottom of all parts of the masonry wall, to capture water and direct it back to the outside.
- Masonry needs weeps or openings in the masonry to allow water accumulated on the flashings to flow outside.
- Masonry needs decently mixed and applied mortar joints, to keep the amount of water penetrating the wall to a minimum.
- Masonry needs a glaze, coating or inherent water repellant to reduce the amount of water entering the wall.
If you are saddled with an underdesigned masonry wall and it leaks, fear less, because help is on the way. Your ChicagoWindow Expert has consulted with some of the top providers of solutions, and we already have some tests in progress. Don’t touch that, uh, mouse!
Examples of masonry wall design from the Masonry Advisory Council
Need to fix a leaky masonry wall?
Call Mark Meshulam,
Chicago Window Expert
For the expert attention you deserve.My phone: 847-945-9200 ext 229
My email: mark@chicagowindowexpert.com
5 Responses to “Leaks Through Split Face Block”
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Interesting article however being a mason I have to point out a few things, I wouldn’t say that all masonry leaks I would state that all untreated masonry is porous. If constructed properly, following all specifications and details a masonry wall should not leak, it will however take in water, but if properly constructed by a skilled and knowledgeable mason who uses proper flashing at the base of the wall as well at all door and window openings, proper waterproofing/damp proofing at the cavity wall ( Tyvek with taped seams if veneer only), weep vents, along with properly tooled mortar joints, the moisture which enters the wall will escape in a controlled manner as it is designed to do. But, if improper materials, improper mortar, cheap flashing, improper technique during flashing installation and most importantly an unskilled labor force is used than your masonry will leak. Being a mason I personally believe that many of the problems associated with the leaky walls could have been avoided if plans and specification were followed by both the mason and the general contractor.
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Medarchi@aol.com July 29th, 2010 at 3:19 pm
I am a leading forensic architect in Chicago. I find the comment in your article “Unfortunately, they (masons) appear to be ignorant of certain simple facts of construction. And if they are ignorant, maybe it is actually their architects who are to blame.” to be ignorant. Architects are not responsible for the education of tradesmen nor are they responsible for construction means and methods or the quality of construction unless it is stated in an Owner/Contractor agreement. It’s obvious you are not an experienced architect or construction attorney and that makes you unqualified to dictate what an architect is responsible for.
Roger E. Medema
Illinois Licensed Architect
#001.011654 -
Robert,
I would not expect an architect to stand on a scaffold and show a mason how to lay brick. When I used the word “they”, I was referring to the developer, or owner of the project.
I would expect an architect to specify a masonry design that contains all the elements needed for successful construction. If the owner is trying to save money and eliminate one of the essential elements, I would expect the architect to teach the owner that the wall will leak if essential elements are omitted.
Do you agree?
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Charlie August 6th, 2010 at 9:37 am
As a Certified Consultant of Concrete Masonry, I can tell you that the leaks are coming from the mortar joints.
There are many other flaws in your article that I would be more than happy to point out, if you would like, when I have more time. -
Mark and to all Others responding to this:
I have to agree with what is stated from above statements posted. I would add as well you seem to have been around enough projects to know if a installation process of the block walls where performed by specs or not. I also have to say that you know that at any time the Client(s) of a project decides to changes to their project they would be able to as long as it still meets the building code requirements. As to the Architect and what they are in charge of doing is or has nothing to do with what is being asked about. All the Architect has to do is to make sure that the build is being built as to the drawings submitted with whatever change orders was provided. It is not the Architect’s job to train trades people. It is the Project Manager along with Building Contractor to make sure that the job is supplied with skill trades personal.
As stated before, I have never had issues like you are or have faced in the pics that I have viewed. To me, you have had unskilled workers performing on those projects and the contractor should be held accountable for their instullation of product.
Another thing that has my light bulb on was you stated that there was no grout or rebar installed in core of the block. Anyone knows when deal with load bearing walls that are of any type of block it needs to have rebar and grout installed every 24″ to 32″ for strength.
well I will get off my band wagon for now! Way to much to talk about with these issues! I will keep reading and post as we go along!
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