This Sample Proposal is a 60-minute video and provides an in-depth look at retrofitting methods for homes that do not have cripple walls. It discusses a serious deficiency in the building code, the history and evolution of bolting requirements, the impact of the 1994 Northridge Earthquake on bolting requirements, common errors in construction, common oversights by building inspectors, and the principles of effective retrofit engineering and more.  It is long, but I believe worth watching before spending thousands on a retrofit.

This 14-minute video covers the basic concepts of no cripple wall retrofits and tells you everything most people would want, or care, to know.

 

The Blue Arrow Points at the top of the Foundation, the Red Arrow at the Floor you Walk on. There is not a wall Between the two. This means you do not have a Cripple Wall

Damage to a Home without Cripple Walls

How does Bolting a House without Cripple Walls Work?

This an image of what it looks like under your floor when you do not have cripple walls. One must attach the floor joists, the rim joists, the end joists, and the mudsill to the foundation so they don’t slide off the foundation.  The red arrows represent earthquake forces trying to push the floor off the foundation.

Earthquake Forces on Joists

Bolting a House with Foundation Anchors

Foundation Anchors do the exact same thing as bolts: they attach the bottom of the house called the mudsill to the concrete foundation.  The only difference between Foundation Anchors and bolts is that Foundation Anchors attach the mudsill to the foundation from the side, while standard bolts do it from the top.  Limited vertical clearance prevents standard bolt installation.  In these cases one must bolt Foundation Anchors to the side of the foundation and side of the mudsill.

 

Preventing earthquake damage from an earthquake with retrofit bolting hardware

The earthquake force trys to push the mudsill off the foundation. The bolts in the Foundation Anchor prevent this from happening. We have bolted the house exactly as if we used standard foundation bolts but have done it from the side of the foundation.

Earthquake trying to push floor off of foundation and resisted by hardware

This is another kind of Foundation Anchor. 

Earthquake force being countered by bolting hardware

In the upper left corner you can see how the manufacturer bent this Foundation Anchor so it can fold over and nailed to the top of the Mudsill.

Simpson URFP being used to Bolt House to Foundation

This is one of the more common kinds of Foundation Anchors. Contractors and engineers use many kinds of Foundation Anchors. The precise type depends on what its to ability to fit the existing framing style.  Framing styles used before building codes were common have many variations. Each variation requires its own approach. 

 

Simpson StrongTie bolting hardware for homes with low clearance

This is the strongest Foundation Anchor made.  A contractor uses it when the concrete and edge of the Mudsill are flush or needs a small shim. 

 

Retrofitting the Floor to Mudsill Connection

SHEAR TRANSFER TIES CREATING A COUNTER FORCE TO THE EARTHQUAKE

Earthquake forces push the end joists and rim joists off the mudsill. Shear Transfer Ties, also known as framing anchors, counteract that force.

Shear transfer ties connect the side of the floor joist to the top of the mudsill with nails. When the floor joist tries to move, the shear transfer tie transfers that sliding force to the mudsill. The mudsill does not move because it is bolted to the foundation. 

Even though the mudsill of this house was bolted to the foundation, damage occured because there wasn’t a strong connection between the mudsill and the floor.  Shear transfer ties would have created a strong connection between the floor and the mudsill, and thereby prevented the house from sliding off the foundation.

Foundation Anchors and Shear Transfer Ties Work Together

The retrofit hardware transfers the earthquake force from the floor, through the shear transfer ties, to the foundation anchors, into the foundation, and finally into the ground. This transfer of force creates the load path. Retrofits fail if any connection in the load path is weak.

EARTHQUAKE FORCES BEING RESISTED BY 2 KINDS OF SIMPSON STRONGTIE SEISMIC RETROFIT HARDWARE

 

ARROWS SHOWING THE 2 AREAS WHERE EARTHQUAKE FAILURES CAN OCCUR

 

The load path is an important principle to understand. Whoever you hire should know what it is, and be able to prove to you how their retrofit plan will create a rational load path.

Bolting New Mudsills to the Side of the Foundation

Attaching the floor to the foundation with a new mudsill bolted to the foundation and attached to the floor with steelIt often happens that foundation anchors and shear transfers ties will not work for various reasons. The primary cause is that a pre-made hardware for a certain circumstance does not exist. In these cases one must develop custom solutions. The most common approach is to bolt a new mudsill to the side of the foundation and attach the floor to it.

Here a new mudsill is bolted to the foundation and the floor is connected to the foundation with plywood

A retrofit contractor bolted a new mudsill to the side of the foundation and connected it to floor with plywood

FLOOR BOLTED TO SIDE OF FOUNDATION SHOWING RETROFIT COUNTER FORCE

Here is a complete system with a new mudsill bolted to the side of the foundation. This along with the shear transfer ties work together to keep the floor from moving.

Too Much Hardware and You Wasted Your Money. Too Little, and the Retrofit Can Fail.

Your contractor should be able to tell you which retrofit guideline or engineering basis he plans to use and provide you with a proposed design drawing that looks something like this.  Then match the drawing to the engineering and make sure they are congruent.

 

Retrofit Bolted Homes?

After 1958, virtually every home and addition in the Bay Area was bolted to its foundation.  Here we will take a look at bolted homes on a flat lot because they can still have big problems.

Three things can cause a bolted house on a flat lot “built to code” to be damaged. The first factor is the code. Building officials, contractors, and members of different private and government agencies write the building code.  It is an ever-changing document. Each group influence its creation, such as the powerful National Association of Builders.  This group lobbies to make construction costs as low as possible, often ignoring public safety.

 

A Problem with the California Building Code

See TABLE 2304.1 of the 2016 California Building Code below.  It requires 3 nails, or 3 staples toenailed to the sill. Toenailed means put in at an angle. An 8d common is a type of nail.  The mudsill is the piece of wood bolted to the foundation – see the diagram below the table.

Three nails are not enough to keep keep a floor on the bolted mudsill. It can slide off. However, before nail guns came into common use in the mid-seventies, driving nails by hand was hard on the arm and extra nailing cost the contractor money.

EARTHQUAKE FORCES TRYING TO PUSH FLOOR OFF FOUNDATION AND DEFICIENCY IN BUILDING CODE

FRAMING ANCHORS (SHEAR TRANSFER TIES) COMPENSATE FOR THIS DEFICIENCY.

The Contractor’s Role

Contractors often cut corners such that homes “built to code” often have serious weaknesses.

By law the contractor must follow the building code.  Code violations occur from code ignorance, from sloppy workmanship, and hurrying to save money.  The almost universal installation of bolts in over-sized holes is a case in point.

Oversized Hole Damage

 

Bolts are critical but most contractors install them incorrectly. Look at this common  Building Code violation.  The building code does not give bolts in holes over 1/16 of an inch larger than the bolt any value.  This is because of splitting problems.  The code states:

Bolt Holes

Nevertheless, oversized holes are common. Building inspectors require all bolts to have to have the nuts and washers on them.  Naturally, it is impossible to inspect the sizes of the bolt holes.  So why would a contractor want to violate the building code?  So they can adjust the mudsill front to back and side to side.  Building inspectors don’t want to look at the bolts twice.

 

The Building Inspector’s Role

The third risk factor with a bolted house on a flat lot “built to code” is the building inspector. Their job is to make sure contractors follow all parts of the building code that relate to earthquake safety. Most time-pressed inspectors take only  a few minutes to look at a house. For this reason they often miss deviations from the building code. The near-universal presence of over-sized bolt holes, which the code forbids, is a case in point.

There are three factors that will damage a bolted home:  A deficient building code, which we can’t do much about. Ignorance of the contractor, and the oversight of the building inspector.  Just one of these factors can cause structural damage. This is why your home can still need retrofitting, even if the foundation is already bolted.

After approximately 1940, houses were no longer built with cripple walls unless they were on a slope.  This is especially true in newer cities such as the cities of San Jose, Sunnyvale, Fremont, Santa Clara, and Los Altos.  Fremont is very close to the Hayward Fault and here these retrofits are in high demand.

Is My House Bolted?

San Jose has required foundation bolting since 1927.  Fremont has required bolting since 1956.  All cities in the Bay Area since 1958.  Nor have the size and spacing of the bolts changed much.  The bolts are not a problem, the fact they have over-sized holes is.  Bolted houses with over-sized holes still benefit from a retrofit.  The house will without a doubt need shear transfer ties.  And while you are at it, might as well compensate for the over-sized holes. Ask your seismic retrofit contractor how much this kind of retrofit will cost.

The California Building Code: A Flawed Document

Earthquakes still put bolted homes at risk.  The building lacks many provisions that will protect the public.  The California Building Code has some inherent deficiencies regarding earthquake protection.  Building officials, volunteers, and representatives from different agencies and the construction industry all have input.  The latter group does what it can to keep costs down by reducing seismic safety.  Its stated purpose is to protect people’s homes, including against earthquakes.  In some ways it is successful, and in others it is not.

The building code czzhanges constantly. It incorporates insights we gain after large earthquakes occur because of popular pressure. It also changes as a result of pressure from special interest groups.  The well-funded National Association of Builders (NAB), lobbies to make construction costs as low as possible and resists these changes.  A seismic retrofit contractor needs to understand the science without regard to flawed building codes.

Installing a Cripple Wall Retrofit