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Sheathe an exterior wall from the inside?

Posted by orourke (My Page) on
Sun, Apr 26, 09 at 16:43

Is it possible / advisable to sheathe an exterior wall from the inside?

I am remodeling a couple of rooms, removing wallboard, exposing studs. I would like to add some plywood or OSB sheathing on the inside of the walls (as opposed to the outside as it is normally done on new construction). Is there any reason not to do so?

P.S. The reason I want to add sheathing is that my 1958 house here in California has no sheathing, so all shear strength is provided by the wallboard, exterior stucco and a few diagonal 1xs on corner walls. Apart from the fact that this may be inadequate in earthquake country, I also have a strong suspicion that it is at least a contributing factor to the many wallboard cracks I have inside the house and the exterior stucco (there does not seem to be anything wrong with the perimeter concrete foundation, many people have checked it). So I thought that adding some plywood or OSB sheathing to the exterior walls every time I remodel a room, may actually be a good idea.

Any advice greatly appreciated.


Follow-Up Postings:

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RE: Sheathe an exterior wall from the inside?

The problem with interior bracing is that it usually does not connect with the floor structure as well as exterior sheathing which can overlap and be nailed to the perimeter band joist of the floor framing. Remember, lateral bracing depends more on fasteners than on the strength of the panels and if the forces are not transmitted to the foundation you have achieved nothing.

To get effective results from interior panels (5/8" drywall is pretty effective) you need to add tie down brackets at the base of the wall studs (see Simpson catalog). Adding bracing is most effective at the corners where the greatest lateral forces occur. Tie down brackets at the studs near the corners and 5/8" drywall or diagonal steel braces will probably be enough unless you are in earthquake or hurricane territory and, if so, you need to hire an engineer.


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RE: Sheathe an exterior wall from the inside?

The basic reason for using sheetrock is for fire retardation. Plaster was originally used, but became too expensive when sheet rock was perfected.

So, adding a wood based sheathing will violate fire codes and make the room a combustable nightmare.

The better long term fix is what mightyanvil recommended.


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RE: Sheathe an exterior wall from the inside?

If the goal is to increase resistance to racking forces you may get some benefit from plywood sheathing on the interior.

Tie downs resist lateral translation and overturning forces.

The attached link is an online seismic bracing guide that does a fair job of explaining the mechanisms for seismic bracing and also has some tables on the required nailing patterns and sizes for a number of systems. (dial-up warning the file is ~9 megs).

Note that for 2-story dwellings they recommend panel bracing on both faces of the 1st floor exterior walls. That is to increase the racking resistance at the base level.

Hope this helps.

Here is a link that might be useful: seismic bracing guide


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RE: Sheathe an exterior wall from the inside?

Thanks for the advice. I will also be laying wallboard over the plywood sheathing. I did not mean for the plywood to be the final finished surface. Is that still a fire hazard?

As for transferring lateral fores to the foundation in an earthquake (I live in San Jose, California), my house IS bolted to the foundation, and it is only one story.

But Im primarily adding the plywood to eliminate cracks that develop over time in the wallboard. Since the foundation is ok, I assume that the next most likely reason for the cracks is underframing and insufficient bracing against lateral forces and seasonal expansion/contraction of the houses wood frame.


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RE: Sheathe an exterior wall from the inside?

There is no fire protection issue involved except that you must cover plastic foam insulation with drywall.

If your lower house is designed to be sufficiently tied to the foundation to resist earthquake uplift forces then the superstructure should have been designed to be stiff enough to tolerate those forces. If not, the house would be damaged in an earthquake regardless of the strength of the tie downs. Think of earthquake damage as being the result of the foundation moving rapidly back and forth and the house frame not being stiff enough to resist those lateral forces and collapsing. If the frame is not stiff enough to survive the earthquake, the earthquake tie downs are essentially useless.

Unless the lateral force resistance was designed by an amateur, I would be looking for another reason for the cracking. Do you have photographs?


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