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Contra Costa County Findings 1
CONTRA COSTA COUNTY
FINDINGS IN SUPPORT OF CHANGES, ADDITIONS, AND DELETIONS TO
STATEWIDE BUILDING STANDARDS CODE
The California Building Standards Commission has adopted and published the 2010
Building Standards Code, which is comprised of the 2010 California Building, Residential,
Green Building Standards, Electrical, Plumbing, and Mechanical codes. These codes are
enforced in Contra Costa County by the Building Inspection Division of the Department of
Conservation and Development.
Although these codes apply statewide, Health and Safety Code sections 17958.5 and
18941.5 authorize a local jurisdiction to modify or change these codes and establish more
restrictive building standards if the jurisdiction finds that the modifications and changes
are reasonably necessary because of local climatic, geological or topographical conditions.
Ordinance No. 2011-03 adopts the statewide codes and amends them to address local
conditions. Pursuant to Health and Safety Code section 17958.7, the Contra Costa County
Board of Supervisors finds that the more restrictive standards contained in Ordinance No.
2011-03 are reasonably necessary because of the local climatic, geological, and
topographic conditions that are described below.
I. Local Conditions
A. Geological and Topographic
1. Seismicity
(a) Conditions
Contra Costa County is located in Seismic Risk Zone 4, which is the
worst earthquake area in the United States. Buildings and other
structures in Zone 4 can experience major seismic damage. Contra
Costa County is in close proximity to numerous earthquake faults
including the San Andreas Fault and contains all or portions of the
Hayward, Calaveras, Concord, Antioch, Mt. Diablo, and other lesser
faults. A 4.1 earthquake with its epicenter in Concord occurred in
1958, and a 5.4 earthquake with its epicenter also in Concord occurred
in 1955. The Concord and Antioch faults have a potential for a
Richter 6 earthquake and the Hayward and Calaveras faults have the
potential for a Richter 7 earthquake. Minor tremblers from seismic
activity are not uncommon in the area.
Contra Costa County Findings
2
A study released in 1990 by the United States Geological Survey says
that there is a 67% chance of another earthquake the size of Loma
Prieta during the next 30 years, and that the quake could strike at any
time, including today. Scientists, therefore, believe that an earthquake
of a magnitude 7 or larger is now twice as likely to happen as to not
happen.
Interstates 680, 80, 580 and State Route 4 run the length throughout
Contra Costa County. These interstates and state routes divide the
County into a west, south, north and east. An overpass or
undercrossing collapse would significantly alter the response route
and time for responding emergency equipment. This is due to limited
crossings of the interstate and that in some areas there is only one
surface street, which runs parallel to the interstate, which would be
congested during a significant emergency.
Earthquakes of the magnitude experienced locally can cause major
damage to electrical transmission facilities and to gas and electrical
lines in buildings, which in turn start fires throughout the County.
The occurrence of multiple fires will quickly deplete existing fire
department resources; thereby reducing and/or delaying their response
to any given fire.
(b) Impact
A major earthquake could severely restrict the response of all Contra
Costa County Fire Districts and their capability to control fires
involving buildings of wood frame construction, with ordinary roofing
materials and flammable exteriors, or with large interior areas not
provided with automatic smoke and fire control systems. Also, when
buildings not equipped with earthquake structural support move off
their foundations, gas pipes may rupture. Fires develop from line
ruptures and spread from house to house, causing an extreme demand
for fire protection resources. The proximity of large areas within the
County to fault traces, necessitates adopting stricter structural
construction standards.
2. Soils
(a) Conditions
The area is replete with various soils, which are unstable, clay loam
and alluvial fans being predominant. These soil conditions are
Contra Costa County Findings
3
moderately to severely prone to swelling and shrinking, are plastic,
and tend to liquefy.
Throughout Contra Costa County, the topography and development
growth has created a network of older, narrow roads. These roads
vary from gravel to asphalt surface and vary in percent of slope, many
exceeding twenty (20) percent. Several of these roads extend up
through the winding passageways in the hills providing access to
remote, affluent housing subdivisions. The majority of these roads
are private with no established maintenance program. During
inclement weather, these roads are subject to rock and mudslides, as
well as down trees, obstructing all vehicle traffic. It is anticipated that
during an earthquake, several of these roads would be unpassable so
as to prevent fire protection resources from reaching fires cause by
gas line ruptures or other sources.
3. Topographic
(a) Conditions
i. Vegetation
Highly combustible dry grass, weeds, and brush are common in
the hilly and open space areas adjacent to built-up locations six
(6) to eight (8) months of each year. Many of these areas
frequently experience wildland fires, which threaten nearby
buildings, particularly those with wood roofs, or sidings. This
condition can be found throughout Contra Costa County,
especially in those developed and developing areas of the
County. Earthquake gas fires due to gas line ruptures can
ignite grasslands and stress fire district resources.
ii. Surface Features
The arrangement and location of natural and manmade surface
features, including hills, creeks, canals, freeways, housing
tracts, commercial development, fire stations, streets and roads,
combine to limit feasible response routes for Fire District
resources in and to District areas.
iii. Buildings, Landscaping and Terrain
Many of the newer large buildings and building complexes
Contra Costa County Findings
4
have building access and landscaping features and designs,
which preclude or greatly limit any approach or operational
access to them by Fire District vehicles. In addition, the
presence of security gates and roads of inadequate width and
grades that are too steep for Fire District vehicles adversely
affect fire suppression efforts.
When Fire District vehicles cannot gain access to buildings
involved with fire, the potential for complete loss is realized.
Difficulty reaching a fire site often requires that fire personnel
both in numbers and in stamina. Access problems often result
in severely delaying, misdirecting or making impossible fire
and smoke control efforts. In existing structures where pitch
roofs have been built over an existing roof, smoke detectors
should be required to warn residents of smoke and fire before
the arrival of fire personnel.
(b) Impact
The above local geological and topographical conditions increase the
magnitude, exposure, accessibility problems, and fire hazards
presented to the County fire resources. Fire following an earthquake
has the potential of causing greater loss of life and damage than the
earthquake itself. Most earthquake fires are created by natural gas
developed from gas line ruptures. Hazardous materials, particularly
toxic gases, could pose the greatest threat to the largest number,
should a significant seismic event occur. Public safety resources
would have to be prioritized to mitigate the greatest threat, and may
likely be unavailable for smaller single dwellings that were caused by
broken gas lines.
Other variables may tend to intensify the situation:
1. The extent of damage to the water system
2. The extent of isolation due to bridge and/or freeway overpass
collapse.
3. The extent of roadway damage and/or amount of debris blocking
the roadways.
4. Climatic condition (hot, dry weather with high winds).
5. Time of day will influence the amount of traffic on roadways and
could intensify the risk to life during normal business hours.
6. The availability of timely mutual aid or military assistance.
7. The large portion of dwellings with wood shake or shingle
Contra Costa County Findings
5
coverings (both on the roof diaphragm and sides of the dwellings)
could result in conflagrations.
8. The large number of dwellings that slip off their foundations and
rupture gas lines and electrical systems resulting in further
conflagrations.
B. Climatic
1. Precipitation and Relative Humidity
(a) Conditions
Precipitation ranges from 15 to 24 inches per year with an average of
approximately 20 inches per year. Ninety-six (96) percent falls during
the months of October through April and four (4) percent from May
through September. This is a dry period of at least five (5) months
each year. Additionally, the area is subject to occasional drought.
Relative humidity remains in the middle range most of the time. It
ranges from forty-five (45) to sixty-five (65) percent during spring,
summer, fall, and from sixty (60) to ninety (90) percent in the winter.
It occasionally falls as low as fifteen (15) percent.
(b) Impact
Locally experienced dry periods cause extreme dryness of untreated
wood shakes and shingles on buildings and non-irrigated grass, brush
and weeds, which are often near buildings with wood roofs and
sidings. Such dryness causes these materials to ignite very readily
and burn rapidly and intensely. Gas fires due to gas line ruptures can
also spark and engulf a single family residence during these dry
periods.
Because of dryness, a rapidly burning gas fire or exterior building fire
can quickly transfer to other buildings by means of radiation or flying
brands, sparks or embers. A small fire can rapidly grow to a
magnitude beyond the control capabilities of the Fire District resulting
in an excessive fire loss.
2. Temperature
(a) Conditions
Temperatures have been recorded as high as 114º F. Average summer
Contra Costa County Findings
6
highs are in the 75º - 90º range, with average maximums of 105º F in
some areas of unincorporated Contra Costa County.
(b) Impact
High temperatures cause rapid fatigue and heat exhaustion of
firefighters, thereby reducing their effectiveness and ability to control
large building, wildland fires, and fires caused by gas line ruptures.
Another impact from high temperatures is that combustible building
material and non-irrigated weeds, grass and brush are preheated, thus
causing these materials to ignite more readily and burn more rapidly
and intensely. Additionally, the resultant higher temperature of the
atmosphere surrounding the materials reduces the effectiveness of the
water being applied to the burning materials. This requires that more
water be applied, which in turn requires more fire resources in order
to control a fire on a hot day. High temperatures directly contribute to
the rapid growth of fires to an intensity and magnitude beyond the
control capabilities of the Fire Districts in Contra Costa County. The
change of temperatures throughout the County between very low and
extreme highs contributes to a voltage drop in conductors used for
power pole lines. This necessitates that voltage drops be considered.
3. Winds
(a) Conditions
Prevailing winds in many parts of Contra Costa County are from the
north or northwest in the afternoons. However, winds are experienced
from virtually every direction at one time or another. Velocities can
reach fourteen (14) mph to twenty-three (23) mph ranges, gusting to
twenty-five (25) to thirty-five (35) mph. Forty (40) mph winds are
experienced occasionally and winds up to fifty-five (55) mph have
been registered locally. During the winter half of the year, strong,
dry, gusty winds from the north move through the area for several
days, creating extremely dry conditions.
(b) Impact
Winds such as those experienced locally can and do exacerbate fires,
both interior and exterior, to burn and spread rapidly. Fires involving
non-irrigated weeds, grass, brush, and fires caused by gas line
ruptures can grow to a magnitude and be fanned to an intensity
Contra Costa County Findings
7
beyond the control capabilities of the fire services very quickly even
by relatively moderate winds. When such fires are not controlled;
they can extend to nearby buildings, particularly those with untreated
wood shakes or shingles.
Winds of the type experienced locally also reduce the effectiveness of
exterior water streams used by all Contra Costa County Fire Districts
on fires involving large interior areas of buildings, fires which have
vented through windows and roofs due to inadequate built-in fire
protection and fires involving wood shake and shingle building
exteriors. Local winds will continue to be a definite factor toward
causing major fire losses to buildings not provided with fire resistive
roof and siding materials and buildings with inadequately separated
interior areas, or lacking automatic fire protection systems, or lacking
proper gas shut-off devices to shut off gas when pipes are ruptured, or
lacking proper electrical systems. National statistics frequently cite
wind conditions, such as those experienced locally, as a major factor
where conflagrations have occurred.
II. Necessity of More Restrictive Standards
Because of the conditions described above, the Contra Costa County Board of Supervisors
finds that there are building and fire hazards unique to Contra Costa County that require
the increased fire protection and structural and design load requirements set forth in
Ordinance No. 2011-03. The ordinance amends the statewide codes by requiring the
installation of a smoke detector in existing flat roof buildings when a pitch roof is added on
top of the existing flat roof and the solid seating of the flat roof is not removed. (§ 74-
4.002(b).) The ordinance amends the statewide codes by requiring most wood shakes or
shingles used for exterior wall covering to be fire treated. (§ 74-4.002(c).) The ordinance
amends the statewide codes by increasing the minimum base shear in certain buildings to a
level consistent with previous building codes. (§ 74-4.002(d).) The ordinance modifies
the statewide codes by requiring masonry foundation walls and concrete foundation walls
of residential structures to comply with more restrictive seismic requirements. (§§ 74-
4.004(d), 74-4.004(e).)