This is what can happen to houses with cripple walls on flat ground on any house built on a hillsides.

In this video you will find a detailed explanation of how a cripple wall retrofit might save your house and maybe even your life.

This is a short but well done 12 minute video that tells you the basics. If you want lots and lots of information the long video is your best bet.


The Basics of Cripple Wall Retrofits

The most common seismic retrofits are cripple wall retrofits. Unlike most other home improvement projects, they should be designed using the engineering  calculations behind Standard Plan A   Therefore, I suggest you watch this video on designing a retrofit   In the event you have less than 3 steps leading into the houhse, you probably need a no cripple wall retrofit should study the material on that web page.

Cripple Wall Retrofits in Three Simple Steps

HOME NEEDING A CRIPPLE WALL RETROFIT

THIS IS A GOOD EXAMPLE OF A CRIPPLE WALL. IF YOU HAVE MORE THAT 3 STEPS LEADING INTO YOUR FRONT DOOR YOU PROBABLY HAVE A CRIPPLE WALL AND NEED A SEISMIC RETROFIT

BLOCKS INSTALLED BEFORE A CRIPPLE WALL RETROFIT

A TYPICAL CRIPPLE WALL

IMAGE OF A CRIPPLE WALL

It is possible part of your house does not have a cripple wall. This part of the house will need a No Cripple Wall Retrofit.  This video describes how this part of your house should be retrofitted.  It is possible that your house only needs this kind of retrofit.  Look under your house and see if it has a cripple wall. If not, this is the only kind of retrofit you need.

The Mechanics of Cripple Wall Retrofits

The image below illustrates all the parts of a cripple wall. As you can see, each component connects to component part, much like the links in a chain.  Accordingly, a retrofit strengthens all the connections in a cripple wall.

COMPONENTS OF A CRIPPLE WALL BEFORE RETROFITTING

THIS ILLUSTRATION SHOWS ALL THE AREAS WHERE A SEISMIC RETROFIT MIGHT FAIL.

CRIPPLE WALL COLLAPSING BECAUSE IT DID NOT HAVE A CRIPPLE WALL RETROFIT

CRIPPLE WALL FAILURE

CRIPPLE WALL COLLAPSE WATSONVILLE LOMA PRIETA 1989

THE AUTHOR INSPECTED THIS HOUSE WHILE WORKING FOR FEMA. ALTOGETHER, HALF THE HOUSES ON THE BLOCK FAILED LIKE THIS

Step 1: The Plywood Connection

The illustration below shows how plywood in cripple wall retrofits keeps the cripple wall from collapsing. While there are many types of plywood, but only one type resists earthquakes effectively . In addition, the size and spacing of the nails and the type of cripple wall framing impact the earthquake resistance of the plywood. This video  describes how plywood prevents cripple wall collapse.

PLYWOOD PREVENTING A CRIPPLE WALL COLLAPSE

CARPENTER NAILING PLYWOOD

NAILING PLYWOOD

WATSONVILLE HOME CRIPPLE WALL COLLAPSE 1989

The author was the FEMA inspector who evaluated the beautiful Watsonville home after the 1989 San Francisco Earthquake. Two weeks after the evaluation I drove by and saw an empty lot.

 

THIS HOME FELL OFF A CRIPPLE WALL THAT WAS AROUND 6 FEET TALL

HERE IS A TYPICAL EXAMPLE OF A CRIPPLE WALL COLLAPSE

Earthquakes knock houses off their foundations and obviously damage to interior walls, plumbing, and electrical systems is catastrophic.
INSIDE HOUSE DAMAGE AFTER CRIPPLE WALL FAILURE

Cripple Wall Retrofit Need Foundation Bolts

THE NEED FOR BOLTS IN CRIPPLE WALL RETROFITS

BOLTS PREVENT SLIDING OF THE CRIPPLE WALL OFF THE FOUNDATION

THE RED ARROW SHOWS HOW EARTHQUAKE FORCES PUSH AGAINST THE BOTTOM OF THE CRIPPLE WALL. RETROFIT FOUNDATION BOLTS COUNTERACT THIS FORCE.

Bolts provide a counter force against earthquake forces 

 

Bolts Resisting Earthquake Forces Pushing on Bottom of Cripple Wall

BOLT RESISTING EARTHQUAKE FORCE BY CREATING A COUNTER FORCE OR RESISTANCE

Types of Retrofit Foundation Bolts

There are a few types of retrofit foundation bolts: epoxy bolts, wedge anchors, and screw anchors. They bolt the base of the mudsill to the foundation.

From left to right, Epoxy Bolt, Wedge Achor, and Titen Bolts

FROM LET TO RIGHT, EPOXY BOLT , WEDGE ANCHOR BOLT, AND TITEN BOLT

The Importance of Plate Washers

CROSS GRAIN BENDING SHEAR WALL DAMAGE

Earthquake forces represented by the blue arrows resist a tremendous amount of earthquake force before the wood will fail.  In contrast, wood fails quickly when  put in a state called “Cross Grain Bending”.  First and foremost plate washers prevent this.

Cross grain bending tearing mudsill apart

CROSS GRAIN BENDING IS SOMETHING WOOD CANNOT RESIST WITHOUT SERIOUS DAMAGE

Cripple Wall Retrofits Convert Cripple Walls Into Shear Walls

CRIPPLE WALL RETROFIT CONVERSION OF CRIPPLE WALLS INTO SHEAR WALLS

CROSS GRAIN BENDING DAMAGES THE MUDSILL AND THE FRAMING
Plate Washer on Foundation Bolt

PLATE WASHERS RESIST CROSS GRAIN BENDING.

 

DAMAGE CAUSED IN THE BOLT TO WOOD MUDSILL CONNECTION CAUSED THE DEVELOPMENT OF THIS HARDWARE

 

THIS BOLT HARDWARE CAN INCREASE FOUNDATION BOLT STRENGTH BY 143%

THIS HARDWARE CAN INCREASE FOUNDATION BOLT STRENGTH BY 143% AND REDUCES SPLITTING

SPLIT MUDSILL CAUSED BY FOUNDATION BOLT

Below is a photograph of a shear wall where vertical bolt drilling equipment is too tall to install standard bolts. For this reason, foundation anchors bolt the plywood and mudsill to the side of the foundation. Plywood and shear transfer tie installations remain the same.

CRIPPLE WALL RETROFIT USING FOUNDATION ANCHORS

PLYWOOD AND OTHER COMPONENTS RESISTING EARTHQUAKES.

How Plywood Does its Job

The building code rates plywood in terms of how much earthquake force it can resist. For example, if a potential earthquake strikes a house with 10,000 Lbs of force, obviously the plywood must also resist 10,000 Lbs of earthquake force.  The table below tells us how many linear of feet of plywood resists that much force.  The type of plywood, size of nails, and nail spacing determine the earthquake resistance of plywood.

TYPES OF PLYWOOD USED IN CRIPPLE WALL RETROFITS

 

Step Three: Shear Transfer Ties in Cripple Wall Retrofits

Figure 3 shows a cripple wall bolted to the foundation with plywood on it. Shear Transfer Ties prevent the floor from sliding on top of the bolted and plywood braced cripple wall. Shear transfer ties attach the floor to the cripple wall.   This is the final stage of a cripple wall to shear wall conversion.

HOUSE SLIDING OFF THE BRACED CRIPPLE WALL

THIS HOUSE SLID OFF THE BOLTED AND PLYWOOD BRACED CRIPPLE WALLS. SHEAR TRANSFER TIES CONNECT THE FLOOR TO THE BRACED CRIPPLE WALL.

All seismic retrofit guidelines require the installation of shear transfer ties. Be sure and use the right one because many shear transfer ties on the market don’t do anything at all.

ATTACHING THE FLOOR TO THE CRIPPLE WALL WITH STEEL

THESE SHEAR TRANSFER TIES RESIST EARTHQUAKE MOVEMENT. THESE ARE VITAL TO ANY EFFECTIVE WOOD FRAME HOME RETROFIT

 

Below is one kind of Shear Transfer Ties – there are many others.

Earthquake Force Being Resisted by Shear Transfer Ties

SHEAR TRANSFER TIES RESISTING THE EARTHQUAKE FORCE

 

CRIPPLE WALL RETROFIT USING FLAT SHEAR TRANSFER TIES

ANOTHER TYPE OF SHEAR TRANSFER TIE

 

LOCK BLOCKS USED IN A CRIPPLE WALL RETROFIT AS SHEAR TRANSFER TIES

SHEAR TRANSFER TIES MADE OF “LOCK BLOCK” 1 and 1/8 ” PLYWOOD

CRIPPLE WALL RETROFIT ATTACHMENT TO FLOOR WITH STAPLES AND PLYWOOD

PLYWOOD STAPLED DIRECTLY TO THE FLOOR DOES THE SAME THING AS A SHEAR TRANSFER TIE. 

EARTHQUAKE FORCES MOVING INTO CRIPPLE WALL INTO FOUNDATION

Load Path of Earthquakes

RED ARROW – force trying to slide floor joist off of cripple wall.

YELLOW ARROW – sliding of joist prevented by shear transfer ties.

ORANGE ARROW – force pushing on top of cripple wall through shear transfer tie.

BLUE ARROW – movement of top plate prevented by plywood, this image is before plywood installation (plywood prevents cripple wall from collapsing) .

WHITE ARROW – Force trying to slide mudsill off foundation. Attaching the mudsill to the foundation prevents this.

BLACK ARROW – Force absorbed y foundation and transferred into ground.

 

Review of the Three Steps in a Cripple Wall Retrofit

 

THE THREE PARTS OF AN EFFECTIVE CRIPPLE WALL RETROFIT

ALL THESE RETROFIT COMPONENTS WORK TOGETHER TO TRANSFER FORCES INTO THE FOUNDATION

A CRIPPLE WALL RETROFIT CONVERSION INTO A SHEAR WALL

                                                                 BOLTS, PLYWOOD, AND SHEAR TRANSFER TIES COMPLETE THE CRIPPLE WALL TO SHEAR WALL CONVERSION

The Three Parts of a Cripple Wall Retrofit Work Together

The Shear Transfer Ties, Plywood, and Bolts work together to transfer the side to side Motion of an Earthquake into the Foundation and into the Ground. This is called the Load Path. If any component within the load path chain is missing or weak the retrofit will fail.

Earthquake Forces Travelling from Floor into Foundation through Shear Wall

Addressing Breaks in the Top Plates

Contractors call the horizontal board on top of the cripple wall the upper top plate.  All the earthquake forces transfer from the floor into the upper top plate.   Joining all the upper top plate sections together attaches the entire top plate to the shear wall and is extremely necessary for an effective retrofit.

 

When building a house, contractors butt together 2 by 4’s, eight to 24 feet to create an upper top plate.   Seismic retrofit designers call the point where these 2 by 4s butt together a break in continuity. Earthquake forces concentrate in these breaks and will not allow earthquake forces to be resisted by the shear wall.  Please see the illustration below and watch the video.

BREAK IN UPPER TOP PLATE OF CRIPPLE WALL

Seismic retrofit contractors address breaking in upper top plate continuity in two ways, namely steel straps or nails. In the image below, a steel strap called a CST strap connect two sections of the top plate.  The break in the top plate is shown by the red arrow. 

UPPER TOP PLATE BREAK IN CRIPPLE WALL CONNECTED WITH STEEL

 

Contractors also do this with nails

BREAK IN UPPER TOP PLATE OF CRIPPLE WALL REPAIRED WITH NAILS.

EARTHQUAKE FORCES TRAVELING THROUGH FLOOR INTO CRIPPLE WALL AND SHEAR WALL

Connecting the Plywood to the Mudsill

The Problem

PLYWOOD SITTING ON MUDSILL BEFORE A CRIPPLE WALL RETROFIT

The largest national shear wall research laboratory in the world evaluated the 4 possible methods of attaching the plywood to the mudsill.   Namely the Nailed Blocking Method, the Stapled Blocking Method, the Reverse Blocking Method, and the Flush Cut Method. They found the flush cut method most closely matches their tested systems.  This vide:  The Retrofit Mudsill Connection looks at these methods in great detail.

 

 

MUDSILL ON CRIPPLE WALL CUT FLUSH WITH STUDS

The illustration shows the plywood nailed flush cut mudsill and cripple wall.

PLYWOOD NAILED TO CRIPPLE WALL WITH FLUSH CUT MUDSILL

 

 

Nails do not easily split old growth redwood compared to tree farm wood.
REDWOOD FROM FLUSH CUT MUDSILL COMPARED TO TREE FARM

 

REVERSE BLOCK METHOD ATTACHING PLYWOOD TO CRIPPLE WALL

 

  1. A 2 by 4 is placed along the the long edge of a piece of plywood.
  2. The plywood has been nailed to the 2 by 4 from the back where you can’t see the nails.
  3. The 2 by 4 of this assembly is nailed to the top of the mudsill and along all edges.

NAILING INTO REVERSE BLOCK SHEAR WALL

NAILING REVERSE BLOCK SHEAR WALL ONTO MUDSILL

 

 

ILLUSTRATION SHOWING BLOCKS STAPLED TO MUDSILL

 

PHOTO OF 2 BY 4 BLOCK NAILED TO MUDSILL

 

STAPLED BLOCK WITH STRENGTH OF 80 NAILS AND NO SPLITTING

STAPLED BLOCK WITH STRENGTH OF 80 NAILS AND NO SPLITTING

 

The Nailed Blocking Method

Untested Nailed Blocking Method of Connecting the Plywood to the Mudsill.

ON THE LEFT, A CONTRACTOR NAILED 2 BY 4 BLOCKS  ONTO THE MUDSILL. ON THE RIGHT, HE NAILED THE PLYWOOD TO THE SIDE OF THE BLOCKS.

 

BLOCKS BEING NAILED TO CRIPPLE WALL MUDSILL

HERE IS A CONTRACTOR NAILING 2 BY 4 BLOCKS ONTO THE MUDSILL

Why are Blocks a Problem?

This method often splits the blocks. If the blocks split, then the shear wall will fail.   When the blocks split, it is quite tempting for the installer to leave those split blocks in place because of the time and labor involved in removing them.  Seismic retrofit contractors often believe “the more and bigger the nails, the better” which makes the problem bigger.

SPLIT BLOCK ON CRIPPLE WALL MUDSILL

BLOCK SPLIT DURING AN INSTALLATION

 

SMALL SPLIT BLOCK ON MUDSILL

SPLIT BLOCK WILL NOT PERFORM AS INTENDED

Another Split Block on a Cripple Wall Retrofit

Once the contractor nails the plywood to the cripple wall it is impossible to see the blocks.  Thereafter no one will know the condition of the blocks.

The Whole House Does Not Need a Seismic Retrofit

 

CRIPPLE WALL COLLAPSE

There is a misconception that a seismic retrofit involves work which is over and beyond attaching the floor to the foundation. In particular including the living area above the first floor that you walk on.

As you can see in this photograph, the  house fell off its foundation several feet because of a cripple wall collapse, but otherwise remained intact. Notice how the windows are not even broken.  Retrofits save houses like this by attaching them firmly to the foundation with a cripple wall retrofit.

Why so little earthquake damage?

The honeycomb wall in hallways, bedrooms, bathrooms, kitchens etc prevent collapse of the living area.  The house itself, as well as all the rooms in the house, are all cubes and cubes are a very strong geometric shape.

The author noticed this first hand while working for FEMA.  This  house he saw held together so well that the windows did not even crack, illustrating the resistance of cubes to earthquake damage.

1992 FERNDALE EARTHQUAKE CRIPPLE WALL COLLAPSE

THIS HOUSE SLID OFF ITS FOUNDATION IN THE 1992 FERNDALE EARTHQUAKE BECAUSE A CRIPPLE WALL COLLAPSE.

Same House: Earthquake Damage on the Inside

Houses that fall from their foundations sustain damage to interior walls, plumbing, and electrical systems which can be catastrophic.

INTERNAL DAMAGE FROM CRIPPLE WALL COLLAPSE

 

Cripple Wall Retrofits Can Be Damaged by Overturning

Shear walls not only slide off the foundation,  they also try and overturn or flip over. This is illustrated by the red rotating arrows below.

EARTHQUAKE FORCE OF CRIPPLE WALL OVERTURNING SHEAR WALLOverturning of shear wall

 

How to Resist Overturning

Overturning damages mostly tall narrow shear walls.  Tall narrow walls act like a tall bookcase that will flip over if someone tries to push it across the floor from the top.  On the other hand, a short wide bookcase will not have this tendency;  it will simply slide on the floor and not try to flip over or overturn.  Therefore, hardware that resists overturning, called holdowns, should only be used if an analysis shows they are tall and narrow enough to be necessary.   The photo below illustrates how tall narrow walls on either side of the garage door opening have overturned.

TALL SHEAR WALL COLLAPSE

The illustration below shows the kind of damage that can occur when shear walls overturn.

PLYWOOD ON CRIPPLE WALL TEARING OUT NAILS ON MUDSILL

 

Overturning of tall narrow shear walls

The pink building on the left used to be two stories. Overturning of tall, narrow shear walls on either side of the garage causes this collapse.

Simpson StrongTie Hold-downs Protecting Cripple Wall

Hold Downs Resist Overturning

The hold-down hardware shown at the ends of the shear wall in the figure above are designed to resist overturning forces. One hold down is installed at each end.

StrongTie hold downs resist overturning of cripple wall shear wall

When earthquake forces push on the shear wall as shown by the red arrow, the left end of the shear wall pulls up on the hold down.  The hold down pulls up on the hold down bolt, which in turn pulls up on the foundation. When the earthquake changes directions, the exact same thing happens but in the other direction.

OVERTURNING FORCE PULLING UP ON SIMPSON HOLDOWN

 

Un-reinforced concrete foundation breaks from overturning shear wall

Sometimes the overturning forces are so great that an un-reinforced concrete foundation breaks.

Getting New Concrete Under the Hold Downs

If you can afford it, the best solution to prevent overturning is to provide additional weight to anchor the hold-downs to. The existing un-reinforced concrete foundation shown here is only 8 inches deep and 12 inches wide. It is not heavy enough to resist the potential overturning forces.

NEW CONCRETE UNDER SHEAR WALL TO PREVENT CRIPPLE WALL COLLAPSE