R-10256f:\atty\muni\law\barry\Technical Code Update Resolution 11-13-07
City Council Meeting 11-13-07 Santa Monica, California
RESOLUTION NUMBER to25s
(City Council Series)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA MONICA
MAKING FINDINGS REGARDING LOCAL CLIMATIC, GEOLOGICAL AND
TOPOGRAPHIC CONDITIONS PURSUANT TO HEALTH AND SAFETY CODE
SECTIONS 17958.5, 17958.7 and 18941.5
WHEREAS, the State Building Standards Commission has approved and
published the 2007 edition of the California Building Standards Code on July 1, 2007;
and such code will be effective 180 days thereafter, which is January 1, 2008; and
WHEREAS, Health and Safety Code Sections 17958.7 and 18941.5 provide that
the City may make changes or modifications to the building standards contained in the
California Building Standards Code based upon express findings that such changes or
modifications are reasonably necessary because of local climatic, geological or
topographical conditions, and
WHEREAS, on August 21, 2007 and August 28, 2007, the Building & Safety
Commission met to consider recommendations to the City Council regarding adopting
the 2007 California Building Standards Code, local amendments to that Code, and a
resolution making the necessary local findings, and
WHEREAS, the August 21, 2007 Building & Safety Commission staff report
detailed the precise technical reason for each of the proposed amendments, which staff
report is hereby incorporated herein by reference, and
WHEREAS, at its August 28, 2007 meeting, the Building & Safety Commission
unanimously recommended that the City Council adopt a resolution making necessary
local findings and adopt the 2007 California Building Standards Code with local
amendments, as modified by the Commission, and
WHEREAS, the City Council has considered the 2007 editions of the California
Building Standards Code, including but not limited to the California Fire Code, California
Building Code, California Electrical Code, California Energy Code, California
Mechanical Code, California Plumbing Code, the reference standards, all appendixes
and the matrix adoption tables contained therein and any applicable errata issued
subsequent to the publication of above codes and standards, and the recommendations
of the Building & Safety Commission; and
WHEREAS, based upon the findings contained in this Resolution, the City
Council will be adopting an ordinance containing certain modifications and additions to
the building standards contained in the California Building Standard Code, which are
reasonably necessary based upon local climatic, topographical and geological
conditions and which reduce the risks to life and property resulting from these
conditions;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA MONICA
DOES RESOLVE AS FOLLOWS
SECTION 1. The City Council makes the following findings regarding local
climatic, geological and topographic conditions related to the local amendments to the
California Building Standards Code found in Section 2 below:
Local Climatic Conditions
(a) The Master Environmental Assessment (MEA) adopted in April, 1996, shows
that Santa Monica's climate is primarily influenced by the Pacific Ocean and is
characterized by infrequent rainfall and winds, which come from the west during the
daytime and from the north and northeast during the nighttime, with intermittent Santa
Ana winds occurring from September to March. As demonstrated by the recent events
of last month, these conditions create the potential for high velocity winds with high
temperatures and low humidity, which are conducive to uncontrolled wind driven fires
and greatly increase the fire risk to residences.
(b) The MEA also shows that structures in the City are situated in close proximity
to each other, with only about 1 % of the 8.3 square miles that the City occupies vacant.
In addition, these lots are often very narrow or on hilly terrain, which limits access to
side yards for fire suppression and placement of ladders for rescue operations. These
conditions also contribute to the ability of fires to spread quickly between buildings
because of the proximity to each other and create difficulty in suppressing fires in the
hilly terrains. Widespread fire would seriously impact the Fire Department's ability to
respond to all fires.
(c) The Safety Element of the General Plan, adopted in January 1995, also
identifies that many of the structures in the City are older structures that are prone to the
quick spread of fire from adjacent structures due to the materials used in construction
and less stringent fire resistant technology available at the -time they were built.
According to the City's 2000-2005 Housing Element, in 1990 about 35% of the housing
stock was over 50 years old and 40% was 30 to 50 years old.
(d) Santa Monica is situated In Southern California, which has extreme arid
conditions and periods of severe drought. Indeed, the City is currently in extreme
drought condition. As outlined In the MEA, the City relies upon water from outside the
region, which is bought from the Metropolitan Water District, and local groundwater for
the City's water supply. Presently, due to MTBE contamination, local groundwater now
provides only about 10-15% of City's water. Severe drought conditions and potential
uncertainty about the availability of future water supplies from outside the region require
the proper management of available water supplies. These conditions also contribute to
the ability of fires to spread quickly due to the reliance of water from outside sources
that may not be available following a major earthquake. Widespread fire would seriously
impact the Fire Department's ability to respond to all fires.
(e) As also detailed in the MEA, although the City can experience periods of high
winds and grid temperatures, it often enjoys an extremely mild climate. Average
daytime temperatures range from highs of 75 degrees (F) in July, August, and
September to 64 degrees (F) in January and February. Overnight lows vary from an
average of 61 degrees (F) in January and February to 64 degrees (F) in August. A
below freezing temperature has never been recorded. in the City. The City's annual
precipitation averages 12.5 inches. The City has excellent air quality and the. City,
unlike most of the South Coast Air Basin, seldom exceeds national and state air quality
standards. This temperate climate makes the City uniquely suited for the proper
operation of buildings designed for sustainable development and increased use of
operable windows.
Local geological conditions
(a) Several active and potentially active faults are located in the City including:
the Santa Monica Fault, Hollywood Fault, Raymond Fault, Malibu Coast Fault, Palos
Verdes Fault, Newport-Inglewood Fault, and the Charnock Fault. Other faults in
Southern California have the potential to seismically affect the City include the San
Gabriel Fault and the probable existence of large blind thrust faults currently
undocumented.
(b) The Safety Element details the City's geological condition and shows a high
risk of seismic activity in the City due to its close proximity to these faults and discusses
the damaging effect local seismic activity would have on potentially hazardous buildings
and the related potential demands on emergency services needs. Structures built
without supplemental seismic provisions are susceptible to extensive damage and are a
source of fire hazard with damaged gas and electrical utilities inside. The close
proximity of these faults increases the likelihood of seismic disturbances of substantial
magnitude. Massive earthquakes pose unusual and extraordinary stresses on buildings
and structures which necessitate more stringent buildings regulations than otherwise
required.
(c) Seismic experts predict a massive earthquake on one of these faults within
the next 30 years and several earthquakes similar in intensity to the Northridge
Earthquake during the same period.
(d) Despite being located 21 kilometers from the epicenter of the 1994
Northridge earthquake (magnitude 6.7), the City experienced anomalously concentrated
damage with Mercalli intensity IX, an intensity as large as that experienced in the
vicinity of the epicenter. Most of the damage occurred in an east-west trending belt
within the northern portion of the city, and extended westward into Pacific Palisades and
eastward into west Los Angeles and Hollywood. Two hundred million dollars in damage
occurred in Santa Monica. One hundred thirty four buildings were unsafe for occupancy
and 396 others were damaged enough to limit access.
(e) The Safety Element also discusses the damaging effect local seismic activity
would have on street, roadways and overpasses at the Santa Monica Freeway, which
would hamper and delay emergency vehicle response. In many situations, this will
result in limiting or totaling blocking fire department emergency vehicular traffic.
(f) In addition, the Los Angeles region has a vast and complex network of faults.
Some of these faults, like the previously unknown Northridge Fault, are blind thrust
faults that earth scientists believe are capable of intense ground shaking similar or
greater in size than the Northridge Earthquake. The random possible location of these
blind thrust faults increases the local seismic risk and poses an increasing threat to
public safety.
(g) An analysis of damage patterns to structures in the City from the January 17,
1994 Northridge earthquake and its aftershocks showed that unreinforced masonry
structures, wood frame structures, tilt-up and masonry structures with flexible
diaphragms, non-ductile concrete buildings, and steel frame structures, were more
susceptible to damage than other types of structures. Unless supplemental seismic and
fire life safety prevention requirements are adopted, these buildings will perform poorly
during intense ground shaking and will pose an ongoing threat to public safety.
(h) An analysis of damage patterns to nonstructural elements in the City from the
January 17, 1994 Northridge earthquake and its aftershocks also showed that concrete
and masonry chimneys, veneer, clay and concrete the roofing and fire sprinklers were
more susceptible to damage than other types of nonstructural elements. Unless
supplemental seismic and fire life safety provisions are adopted, these nonstructural
elements will perform poorly during intense ground shaking and pose an ongoing threat
to public safety.
(i) Continued study of buildings damaged during the Northridge Earthquake and
subsequent major earthquakes around the world has led to improvements in earthquake
design regulations that better identify the types of buildings that are vulnerable to
earthquakes and cost effective economic methods to construct them.
Q) By incorporating the latest earthquake design regulations into the City's
building standards, the latest and most effective standards will be implemented into
design and construction so as to protect the public health, safety, and welfare.
(k) The Safety Element also identifies shallow ground water within 50 feet of the
ground surface along the beach, near the Industrial corridor and Marine Park areas of
the City. This ground water condition, coupled with unconsolidated youthful
sedimentary soils, makes these areas susceptible to possible liquefaction during strong
or moderately strong earthquakes. Liquefaction is a very destructive secondary effect of
strong seismic shaking where a loss of bearing strength occurs along with ground
oscillations in the supporting soils.
(I) Analysis of the emergency response to the January 17, 1994 earthquake
showed that the need for emergency fire services in the City greatly exceeded available
resources. A major seismic event would create a demand for fire suppression services
that the City Fire Department would have difficulty meeting, thus making supplemental
seismic safety provisions essential to fire suppression efforts.
Local topographical conditions
Santa Monica is situated adjacent to the Santa Monica Bay. The bay serves as
home to over 5,000 species of birds, fish, mammals, plants and other wildlife. The bay
and its surroundings also provide essential habitat for a number of migratory waterfowl
and shorebirds, as well as for threatened and endangered species. In addition, it
provides recreational opportunities for an estimated 45 million visitors each year -- more
than 500,000 a day at the height of summer. Particularly during the City's rainy season,
the bay is affected by water pollution-related maladies which can force the closure of
the City's beaches. Urban and storm water runoff that is carried to the Bay through the
City's storm drain system is a serious, year-round concern. Swimming or surfing within
one hundred yards of a flowing storm drain increases the risk of illness. By incorporating
specified design and construction features, the City can reduce contaminated urban
runoff and improve water quality in the Bay.
SECTION 2. The City Council makes the express finding that the following
modifications and changes to the California Building Standards Code are reasonably
necessary because of the local climatic, geological or topographical conditions and that
each and every one of the local conditions detailed in Section 1 above, as further
delineated in this Section and the August 21, 2007 Building & Safety Commission staff
report, apply to the following modifications and changes to the California Building
Standards Code:
1. Add requirements for special inspection for one and two-family
dwellings when items of specialty construction are used. Also, add provisions
limiting construction of footings without special inspection in order to maintain the
current level of quality control in construction (see Section 8.08.100). This will
ensure that critical structural elements will receive the same level of quality
assurance in construction as in the current code. (Geologic).
2. Continue to require the engineer or architect of record to verify that
their structural designs are followed during construction by making periodical field
observation of the seismic elements of the building. See Section 8.08.120. The
Northridge earthquake proved the importance of having the design engineer
verify that essential seismic elements are constructed properly. This amendment
would maintain the current process. (Geologic).
3. Continue to specify certain facilities as essential facilities to ensure
their operation subsequent to a natural disaster. See Section 8.12.040.
(Geologic and Topographic).
4. Continue the designation of Seismic Hazard Zones and Geologic
Hazard Filled Area Zones in the City to require special design features. See
Section 8.12.050. This amendment clarifies special seismic hazard zones
unique to the geological formations within the City of Santa Monica. (Geologic).
5. Continue to require guardrails for operable windows with low sill
height so that buildings can be designed to take advantage of the City's
temperate .climate and to promote increased sustainability. See Section
8.12.060. (Climatic).
6. Continue to prohibit the use of non-fire retardant wood shingles or
non-fire retardant wood shakes for new or replacement roofing and require a
moderate level of fire retardant roofing as a minimum standard. See Section
9.12.070. Class C wood shingles have proven to be quite vulnerable to burning
even through exposure to small flying ambers that may accidentally land on
them. The dry temperature and high fire hazard exposure requires Class B or
better rated roofing. (Climatic and Topographic).
7. Add earthquake design provisions that maintain the current level of
seismic detailing used in concrete tilt-up wall construction. See Section
8.16.020. The new code removes many of the provisions for special seismic
detailing for this type of construction. The amendment is necessary to maintain
consistency with the current code and ensure seismic and fire safety. (Geologic).
8. Add provisions to ensure adequate seismic detailing for walls, roofs
and floors in irregularly shaped buildings. See Section 8.16.020. Buildings with
reentrant corners, such as L and T shaped buildings were subject to substantial
damage at their discontinuities during the Northridge earthquake. This provision
will ensure special detailing for such conditions. (Geologic).
9. Increase the minimum seismic load considered in the design of
buildings since the new code reduces such design load to a level that could
potentially lead to collapse in certain types of structures. The new code
drastically reduced the minimum seismic force that a building should be designed
for. This has been corrected. but will not become effective until 2011. The
amendment increases this minimum load to a level consistent with current code
requirements and that of California's Field act, which was enacted in 1933. See
Section 8.16.020. (Geologic).
10. Add provisions to increase structural stability for essential facilities,
such as police and fire stations. See Section 8.16.020. A factor increasing the
seismic load effects on essential facilities was erroneously left out of the stability
check for structures. The amendment restores this added design feature for
these critical buildings. (Geologic).
11. Continue current amendments regarding special seismic anchorage
of wood roof and floor diaphragms to concrete and masonry walls. In addition,
relax some provisions that have been proven by recent research and testing to
be overly restrictive. See Section 8.16.020. Research performed after Northridge
earthquake identified several areas for improvement for the roof to wall
anchorage in large retail and storage type buildings. Since the last code
adoption, additional research indicated that these requirements need to be
maintained with some appropriate adjustment. (Geologic).
12. Add provisions to require sufficient separation between adjacent
buildings and between buildings and property lines in order to prevent pounding
of buildings during a seismic event. See Section 8.16.020. The prescriptive
requirements for separation of buildings were inadvertently left out in the process
of transitioning from the UBC to ASCE 7 codes, which govern seismic design.
This amendment restores those provisions. (Geologic).
13. Limit the height of buildings to two stories when different seismic
force resisting systems are allowed to be mixed without penalties. See Section
8.16.020. The new building code allows buildings of up to three stories to mix
.different seismic force resisting systems throughout the height without any
penalties. Limiting this exception to two stories minimizes the possible adverse
response of the building to seismic events due to incompatible systems.
(Geologic).
14. Continue to limit the length of floors projecting beyond the
supporting wall on lower level when using a simplified analysis. See Section
8.16.020. Buildings cantilevering beyond supporting walls suffer excessive
displacements during seismic events, which could possibly lead to collapse as
was observed after the Northridge earthquake. The amendment provides a
reasonable limitation on such projections. (Geologic).
15. Add provisions for calculations of dynamic period for buildings
using a new seismic force resisting system. See Section 8.16.020. Anew and
improved technology for seismic system was introduced during the process of
new code development. A key provision for calculating the seismic force on such
systems was omitted in the published standard. The amendment restores the
needed parameter. (Geologic).
16. Add provisions for construction of stepped footings on sloped lots
and require continuous footings for interior load-bearing walls. See Section
8.16.030. Footings on slopes are a main cause of building failure in
earthquakes if they not constructed properly. The building code does not address
this issue specifically. The amendment provides for prescriptive requirements
and a detail that graphically clarifies the steel reinforcing requirements for such
footings. (Geologic).
17. Delete prescriptive provisions in the code, which would allow
construction of inadequate reinforced concrete and masonry basement walls up
to 10 feet in height. See Section 8.16.030. The new building code allows for
construction of basement walls of up to 10 feet high with very minimal
reinforcement, which could lead to substantial damage even in absence of a
seismic event. The amendment requires engineered solution walls exceeding 18"
in height. (Geologic).
18. Add provisions to maintain critical seismic detailing provisions in
current code pertaining to concrete columns, walls and slabs. See Section
8.16.040. Several of the critical detailing requirements on concrete frame and
shear wall buildings were left out of the new code. The amendments maintain
these critical provisions to ensure sufficiently ductility in concrete buildings.
(Geologic).
19. Continue to require all masonry and concrete chimneys to be
structurally designed by a licensed architect or registered engineer instead of
using prescriptive rules that have allowed failed performance in recent
earthquakes. See Section 8.16.050. The same prescriptive provisions for
reinforcing steel in concrete and masonry chimneys have been in the code for
the past 20 years and they proved to be grossly inadequate during the Northridge
earthquake. The amendment ensures that these massive and stiff elements in
buildings, which are otherwise light frame and flexible, are properly designed by
an engineer. (Geologic).
20. Prohibit the use of hollow steel tubes as bracing members unless
they are filled with concrete or grout in order to prevent fracture of such critical
elements in steel building frame systems. See Section 8.16.060. Recent full
scale testing at University of California Berkeley has shown alarming
performance for hollow rectangular and square tube steel braces subject to
seismic loads. (Geologic).
21. Continue to amend provisions for wood framed construction, which
limit the use of materials that have proved ineffective or have not been
sufficiently tested in resisting earthquake forces. In addition, relax some
provisions that have been proven by recent research and testing to be overly
restrictive. See Section 8.16.070. Lack of several types of detailing requirements
in wood framed construction was identified during the Northridge earthquake
reconnaissance to be key attributes to poor building performance. The
amendments maintain those provisions that are considered to be critical and
have not been incorporated in the code. (Geologic).
22. Continue to provide for special additional requirements for hillside
buildings. See Chapter 8.20. Buildings located on steep hillsides with a slope of
greater than 1 to 3 performed very poorly and suffered extensive damage in
recent earthquakes. These provisions have not yet been incorporated into the
Building Code, yet are essential to public health, safety, and welfare. (Geologic
and Topographic).
23. Continue to ensure that any wiring not having metal protection over
the conductors shall be entirely concealed within the building structure to prevent
and inhibit tampering and restrict the use of aluminum wiring found to be
hazardous See Section 8.24.030. Nonmetallic wiring is subject to nail
penetration in wood frame construction, which could lead to electrical shortage
and fire hazard. (Climatic).
24. Continue to prohibit the sale and use of any electrical material,
device, or equipment unless it complies with provisions of this section, including
rating and conformance with national standards. See Section 8.24.040. The
amendments ensure electrical equipment has been tested and approved by a
national agency such as UL before installation. (Climatic).
25. Continue to prohibit re-use of previously used materials without
Building Officer approval to ensure adequate performance during a seismic
event. See Section 8.24.050. (Geologic).
26. Continue to provide regulations for temporary service poles used
on construction sites. See Section 8.24.060. Temporary power poles if not
constructed properly would pose substantial hazard to the neighboring buildings
and the City's inspection process ensures safe installation of these elements.
(Geologic and Topographic).
27. Continue to provide regulations for underground concrete vaults
and handholes to provide additional seismic protection. See Section 8.24.070.
(Geologic).
28. Continue to require proper disconnecting means for multiple arrays
on solar photovoltaic systems to prevent fires and their spread so as to ensure
that the Fire Department can adequately respond to fire. outbreaks. See Section
8.24.080. (Climatic and Geological).
29: Continue to require enclosures of water heaters to prevent
associated fire hazards from uncontrolled adjacent combustible storage. See
Section 8.32.030. Exposed water heaters pose substantial fire hazard to the
adjacent buildings or portions thereof. Enclosure provides an important degree of
protection for adjoining elements. (Climatic).
30. Continue to prohibit water softener systems from using drywells to
discharge effluents in order to protect local ground water and the Santa Monica
Bay. See Section 8.32.040. (Geologic and Topographic):
31. Continue to prohibit the use of combined storm drain and sewers to
prevent the possible future contamination of the Santa Monica Bay. See Section
8.32.050. (Topographic).
32. Continue to provide standards for waterless urinals to minimize the
City's water usage so as to properly manage the City's available water supply
and ensure its availability particularly in response to emergencies. See Section
8.32.060. (Climatic).
33. Adopt the 2007 California Fire Code published by the International
Code Council and the California Building Standards Commission with errata,
together with those portions of the International Fire Code, 2006 Edition,
including, Appendix Chapters 1, B and D. as modified and the most recent
referenced version as adopted by the State of California of the "National Fire
Codes" published by the National Fire Protection Association, and the local
amendments of Chapter 8.44 are adopted as part of the Fire Code of the City of
Santa Monica and are necessary, in light of the City's seismic activity; its arid and
drought conditions; and the age and close proximity of its buildings, so as to
provide public safety by preventing fires and their spread and to ensure that the
Fire Department can adequately respond to fire outbreaks in emergency
circumstances. (Climatic and Geological).
34. Continue to require automatic fire extinguishing and detection
systems in all new construction and when there is a change in use to a higher
classification. These requirements are necessary, in light of the City's seismic
activity; its arid and drought conditions; and the age and close proximity of its
buildings, to provide public safety by preventing fires and their spread and to
ensure that the Fire Department can adequately respond to fire outbreaks in
emergency circumstances. See Section 8.44.050. (Climatic and Geological).
35. Continue for require automatic fire sprinkler systems for existing
public assembly spaces above 5,000 square feet that protect assembly areas
and exit ways. These requirements are necessary, in light of the City's seismic
activity; its and and drought conditions; and the age and close proximity of its
buildings, to provide public safety by preventing fires and their spread and to
ensure that the Fire Department can adequately respond to fire outbreaks in
emergency circumstances. See Section 8.44.050. (Climatic and Geological).
36. Remove exemption of buildings used exclusively as open public
garages and buildings owned by any public agency from the requirement of
automatic fire sprinkler systems. These requirements are necessary, in light of
the City's seismic activity; its arid and drought conditions; and the age and close
proximity of its buildings, to provide public safety by preventing fires and their
spread and to ensure that the Fire Department can adequately respond to fire
outbreaks in emergency circumstances. See Section 8.44.050. (Climatic and
Geological).
37. Continue to require compliance with the high-rise provisions of the
California Building Code in new high-rise buildings with human occupancy above
55 feet of the lowest level of fire vehicle access point in accordance with authority
granted to the City in the California Health and Safety Code Section 13216.
These requirements are necessary, in light of the City's seismic activity; its arid
and drought conditions; and the age and close proximity of its buildings, to
provide public safety by preventing fires and their spread and to ensure that the
Fire Department can adequately respond to fire outbreaks in emergency
circumstances. See Section 8.44.090. (Climatic and Geological).
38. Continue to require the connection with control valves on each floor
level with full automatic sprinkler systems in any new building with floors more
than 55 feet in height. These requirements are necessary, in light of the City's
seismic activity; its arid and drought conditions; and the age and close proximity
of its buildings, to provide public safety by preventing fires and their spread and
to ensure that the Fire Department can adequately respond to fire outbreaks in
emergency circumstances. See Section 8.44.090. (Climatic and Geological).
39. Continue to regulate smoke detectors for existing residential
occupancies. See Section 8.44.100. These measures are necessary, in light of
the City's seismic activity; its arid and drought conditions; and the age and close
proximity of its buildings, so as to provide public safety by preventing fires and
their spread and to ensure that the Fire Department can adequately respond to
fire outbreaks in emergency circumstances. (Climatic and Geological).
40. Continue to establish supplemental standards for fire protection
systems. See Section 8.44.110. These measures are necessary, in light of the
City's seismic activity; its- arid and drought conditions; and the age and close
proximity of its buildings, so as to provide public safety by preventing fires and
their spread and to ensure that the Fire Department can adequately respond to
fire outbreaks in emergency circumstances. (Climatic and Geological).
41. Continue to require adequate seismic bracing of fire sprinkler
installations so that these systems do not become disabled during a seismic
event and they remain able to prevent fires and their spread so as to ensure that
the Fire Department can adequately respond to fire outbreaks. See Section
8.44.120. (Geological).
42. Continue to establish fire alarm requirements for operation of
these alarms. See Section 8.44.140. These measures are necessary, in light of
the City's seismic activity; its arid and drought conditions; and the age and close
proximity of its buildings, so as to provide public safety by preventing fires and
their spread and to ensure that the Fire Department can adequately respond to
fire outbreaks in emergency circumstances. (Climatic and Geological).
43. Continue to require new buildings subject to the provisions of
the chapter to be built with a minimum of four major construction materials that
have a post-consumer recycled content to help reduce urban runoff and
consumption of water resources due to the manufacture and transport of non-
recycled-content materials. See Section 8.108.030. (Climatic).
44. Continue to require additional mandatory energy efficiency
measures for Solar Water Heating, Pipe Insulation and Heat Traps in all buildings
to reduce both the heat loss due to hot water storage and distribution and the
waste of potable water while waiting for hot water to reach the tap which results
from this heat loss. See Section 8.108.040. (Climatic).
SECTION 3. The City Clerk shall certify to the adoption of this Resolution and
thenceforth and thereafter the same shall be in full force and effect.
APPROVED AS TO FORM
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MA A ES M T I
City Atto ey
Adopted and approved this 13th day of November, 2007.
#~ ~__-
Ri hard Bloom, Mayor
I, Maria Stewart, City Clerk of the City of Santa Monica, do hereby certify that the
foregoing Resolution No. 10256 (CCS) was duly adopted at a meeting of the Santa
Monica City Council held on the 13th day of November, 2007, by the following vote:
Ayes: Council members: Genser, Holbrook, McKeown, O'Connor, Shriver
Mayor Bloom, Mayor Pro Tem Katz
Noes: Council members: None
Abstain: Council members: None
Absent: Council members: None
ATTEST:
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Maria Stewart, y Clerk