5821ORDINANCE NO. 5821
AN ORDINANCE OF THE CITY OF ANAHEIM REPEALING
EXISTING CHAPTER 15.02 AND ADDING NEW CHAPTER
15.02 TO TITLE 15 OF THE ANAHEIM MUNICIPAL
CODE ADOPTING BY REFERENCE WITH AMENDMENTS
THE 2001 EDITION OF THE CALIFORNIA BUILDING
STANDARDS CODE, KNOWN AS CALIFORNIA CODE OF
REGULATIONS, TITLE 24, INCORPORATING THE 1997
EDITION OF THE UNIFORM BUILDING CODE, THE
2000 EDITION OF THE UNIFORM MECHANICAL CODE,
THE 2000 EDITION OF THE UNIFORM PLUMBING
CODE, AND THE 1999 EDITION OF THE NATIONAL
ELECTRICAL CODE; ADOPTING BY REFERENCE THE
1997 EDITION OF THE UNIFORM CODE FOR THE
ABATEMENT OF DANGEROUS BUILDINGS, ADOPTING BY
REFERENCE WITH AMENDMENTS THE 1997 EDITIONS
OF THE UNIFORM SOLAR ENERGY CODE, THE UNIFORM
SWIMMING POOL, SPA, AND HOT TUB CODE; AND THE
1997 EDITION OF THE UNIFORM HOUSING CODE, AS
INCORPORATED INTO TITLE 25 OF THE CALIFORNIA
CODE OF REGULATIONS.
THE CITY COUNCIL OF THE CITY OF ANAHEIM DOES ORDAIN AS FOLLOWS:
SECTION 1. REPEAL OF CHAPTERS
That Chapters 15.02 of Title 15 of the Anaheim Municipal
Code be, and the same are hereby, repealed.
SECTION 2.
That new Chapter 15.02 of Title 15 be, and the same is
hereby, added to the Anaheim Municipal Code to read as follows:
"Chapter 15.02
UNIFORM CODES PERTAINING TO BUILDING AND CONSTRUCTION
15.02.000 APPROVAL OF UNIFORM CODES.
The City Council does hereby find and determine, as a result
of investigation conducted by the City and its Building Official,
and by reason of the accepted principles and tests by recognized
national or state authorities and technical and scientific
organizations that each of the following uniform codes is
approved for adoption by reference within the meaning of Section
50022.1 et seq of the Government Code of the State of California
and Section 513 of the City Charter:
.010 The 2001 Edition of the California Building Standards
Code, known as Title 24 of the California Code of Regulations
incorporating the following Uniform Codes:
.0101 Uniform Building Code - 1997 ICBO Edition, as
amended herein, including Appendices in addition
to the Chapters listed in the California Adoption
Matrix as follows:
A4
BARRIERS
FOR SWIMMING POOLS, SPAS AND HOT TUBS
Al2
DIVISION
I- INTERIOR ENVIRONMENT -VENTILATION
Al2
DIVISION
II & IIA -SOUND TRANSMISSION CONTROL
A15
REROOFING
A16
DIVISION
II -EARTHQUAKE RECORDING INSTRUMENTATION
A16
DIVISION
IV -EARTHQUAKE REGULATIONS FOR
SEISMIC
ISOLATED STRUCTURES
A18
WATER PROOFING
AND DAMP PROOFING FOUNDATIONS
A31
DIVISION
I -FLOOD RESISTANT CONSTRUCTION
A31
DIVISION
II- MEMBRANE STRUCTURES
A31
DIVISION
III -PATIO COVERS
A34
DIVISION
III -REPAIRS TO BUILDINGS AND
STRUCTURES
DAMAGED BY THE OCCURRENCE OF AN
NATURAL
DISASTER, AS AMENDED HEREIN
.0102 National Electrical Code- - 1999 NFPA
Edition, with appendices, as amended herein.
.0103 Uniform Mechanical Code- - 2000 IAPMO
Edition, with appendices, as amended herein.
.0104 Uniform Plumbing Code- - 2000 IAPMO Edition,
with appendices, as amended herein.
.020 The Uniform Code For The Abatement of Dangerous
Buildings -1997 ICBO Edition, as amended herein.
.030 The Uniform Housing Code -1997 ICBO Edition, as amended
herein.
.040 The Uniform Solar Energy Code -1997 IAPMO Edition, as
amended herein.
.050 The Uniform Swimming Pool, Spa, and Hot Tub Code -1997
IAPMO Edition, as amended herein.
.060 The Codes set forth in this section are collectively
referred to and may be cited as the "Uniform Codes", and,
individually as the Anaheim Building Code, Anaheim Code for the
F,
Abatement of Dangerous Buildings, Anaheim Electrical Code,
Anaheim Uniform Housing Code, Anaheim Mechanical Code, Anaheim
Plumbing Code, Anaheim Solar Energy Code, Anaheim Swimming Pool,
Spa, and Hot Tub Code and the California Building Standards Code,
known as Title 24 of the California Code of Regulations.
15.02.010 ADOPTION OF UNIFORM CODES.
The Uniform Codes, as amended by this chapter, are hereby
adopted pursuant to Section 50022.1 et seq. of the California
Government Code and Section 513 of the City Charter.
15.02.020 DESIGNATION OF ADMINISTRATIVE AUTHORITY.
"Administrative Authority" or "Building Official" when used
in the Uniform Codes shall mean the Building Official as
designated in Section 1.04.150 of the Anaheim Municipal Code.
15.02.030 BOARD OF APPEALS.
"Board of Appeals" when used in the Uniform Codes shall mean
the Planning Commission. Said members shall hold their
respective membership on said Board of Appeals by reason of, and
concurrently with their respective terms of service as Planning
Commissioners and shall cease to be such members of the Board of
Appeals upon their ceasing to be planning commissioners. The
Building Official shall be an ex officio member of the Board of
Appeals. If not otherwise established in each of the Uniform
Codes, a Board of Appeals is hereby established for each of the
Uniform Codes.
15.02.040 FEES AUTHORIZED.
.010 Notwithstanding any fees established in the Uniform
Codes, the City Council may, by resolution, establish the fee for
each permit, inspection, reinspection and other activity. Any
reference in any Uniform Code to "fees" shall be deemed a
reference to said resolution. If no such resolution is adopted,
the fee set forth in the Uniform Code shall apply.
.020 The fees for a permit for work which was commenced
prior to issuance of the permit may be waived by the Building
Official upon determining, in writing, that the work was
undertaken as an emergency measure when the obtaining of a permit
was impracticable and that the permittee applied for the permit
as soon as practicable to do so.
3
15.02.050 EXPIRATION OF PERMITS ISSUED FOR ALL UNIFORM CODES
.010 Expiration. Every permit issued by the Building
Official under the provision of this code shall expire by
limitation and become null and void if the building or work
authorized by such permit has not passed final inspection 365
days from the date of permit issuance. After the original permit
has expired, work may not commence or continue until an
investigative inspection or plan review is conducted to ascertain
that no changes have or will be made in the original plans and
specifications. Appropriate fees for an investigative inspection
or plan review shall be charged.
.020 Once the investigation is complete, a renewed permit
shall be obtained. In order to renew action on a permit after
expiration, the permittee shall be required to pay one-half the
amount required for a new permit for such work, provided that no
changes have been made or will be made in the original plans and
specifications. If new plans and specifications are to be used,
the permittee shall pay a new full permit fee. A renewed permit
shall be valid for 180 days. In order to renew a permit beyond
the 180 day renewal period, the permittee shall pay a new full
permit fee.
.030 A permittee holding an unexpired permit may apply for
an extension of time within which work may be commenced or
continued under the permit when the permittee is unable to obtain
a final inspection within the time required by this section for
good and satisfactory reasons. The Building Official may extend
the time for action by the permittee for a period not exceeding
180 days upon written request by the permittee showing that
circumstances beyond the control of the permittee have prevented
action from being taken.
15.02.060 AMENDMENTS TO UNIFORM BUILDING CODE.
The following sections, definitions and provisions of the
Uniform Building Code, 1997 ICBO Edition, as incorporated into
the California Building Standards Code, Title 24 of the
California Code of Regulations, are amended as set forth in this
section:
.010 Section 106.4.4 relating to Permit Expiration is hereby
deleted since it has been replaced by Section 15.02.050
hereinabove.
0
.020 The Caption for Section 403 is hereby amended to read
as follows:
'SECTION 403 - SPECIAL PROVISIONS FOR ALL HIGH RISE
OCCUPANCIES'
.030 Section 403.1 is hereby amended to read as follows:
'Section 403.1 Scope. This section applies to all
occupancies each having floors used for human occupancy
located more than 55 feet (16,764 mm) above the lowest
level of fire department vehicle access. Such
buildings shall be of Type I or Type II-F.R.
construction and shall be provided with an approved
automatic fire sprinkler system in accordance with
Section 403.2.'
.040 Section 403.1.1 [For SFM] is hereby amended to read as
follows:
`Section 403.1.1 [For SFM]. In addition to other
applicable requirements of these regulations, the
provisions of this section shall apply to every new
building of any type of construction or occupancy
having floors used for human occupancy located more
than 55 feet above the lowest level of the fire
department vehicle access.
EXCEPTIONS:
1. Hospitals as defined in Section 1250 of the
Health and Safety Code.
2. The following structures, while classified as
high-rise buildings, shall not be subject to the
provisions of this section, but shall conform to
all other applicable provisions of this
regulation.
2.1 Buildings used exclusively as open
parking structures.
2.2 Buildings where all floors above the
55 -foot level are used exclusively as open
parking structures.
2.3 Floors of buildings used exclusively as
open parking garages and located above all
5
other floors used for human occupancy.
2.4 Buildings such as power plants. Lookout
towers, steeples, grain houses and similar
structures with non -continuous human
occupancy, when so determined by the
enforcing official.
2.5 Buildings used exclusively for jails and
prisons.
.050 Section 1005.3.3.7 is hereby amended to read as
follows:
'Section 1005.3.3.7 Pressurized enclosure. In a
building having a floor level used for human occupancy
located more than 55 feet above the lowest level of
fire department vehicle access, all required exit
enclosures shall be pressurized in accordance with
Section 905 and this section. Pressurization shall
occur automatically upon activation of an approved fire
alarm system.
EXCEPTION: If the building is not equipped with a
fire alarm system, pressurization shall occur upon
activation of a spot -type smoke detector listed
for releasing service within 5 feet (1524mm) of
each vestibule entry.
A controlled relief vent capable of discharging a
minimum of 2,500 cubic feet per minute (1180L/s) of air
at the design pressure difference shall be located in
the upper portion of such pressurized exit enclosures.
.060 Section 1503 is hereby amended to read as follows:
'Section 1503 Roofing Requirements. In all Group
R-3 occupancy classifications, the roof covering or
roof assembly of any building hereinafter constructed
regardless of type or occupancy classification,
including any re -roofing of any existing building when
50% or more of the total re -roof area is re -roofed
within any one-year period, as specified in Chapter 15
of the Appendix hereto, shall be a Class A assembly in
all areas of the City of Anaheim located east of the
Costa Mesa Freeway (SR -55) and south of the Riverside
Freeway (SR -91).
0
EXCEPTION: Attached room additions to existing
residences.
The roof covering or roofing assembly on any
structure regulated by this code shall be as specified
in Table No. 15-A and as classified in Section 1504.
Roofing shall be secured or fastened to the
supporting roof construction and shall provide weather
protection for the building at the roof.'
.070 Table 15-A of Section 1504 is amended to read as set
forth on the following page:
7
'Table No. 15-A MINIMUM ROOF CLASSIFICATION-'
OCCUPANCY
TYPES OF CONSTRUCTION
I
II
III
IV
V
FR
FR
I -HR
N
I-rw
N
HT
1 -HR
N
A-1
B
B
A) 2-2.1
B
B
B
B
B
B
B
A-3
B
B
B
B
B1)
B
B(1)
B(1)
B
A-4
B
B
B
B
B
B
B
B
B (I)
B
B
B
B
B
B 1)
B
B (1)
B (1)
B
E
B
B
B
B
B
B
B
B
B(1)
F
B
B
B
B
B(1)
B
B(1)
B(1)
B
H-1
A
A
A
A
-
-
H) 2-3-4-5-6-7-8
A
B
B
B
B
B
B
B
B
1)1.1-1.2-2
A
B
B
B
B
B
1-3
A
B
B (1)
B (2)
B
M
B
B
B
B
B(1)
B
B(I)
B(1)
B
R-1
B
B
B
B
B(1)
B
B(1)
B(2)
B
R-3
B
B
B
B
B
B
B
B
B
S-1, S-3
B
B
B
B
a(1)
B
B(1)
B(1)
B
S-2, S-5
B
B
B
B
B
B
B
B
B (1)
S-4
B
B
B
B
-
U
B
B
B
B
B
B
B
B
B
A -Class A roofing
B -Class B roofing
F.R.-Fire resistive
H.T.-Heavy limber
1 HR -1 Hour rated construction
-Occupancy not permitted in this type of construction.'
'(1) depicts buildings which are not more than two stories in height and have
not more than 6,000 square feet (557 m) of projected roof area and where there is a
minimum of 10 feet (3,048 m) from the extremity of the roof to the property line or
assumed property line on all sides except for street fronts shall be of non-
combustible or fire retardant roof covering as define din 1504.2.
-(2) See Section 308.2 .2
3(3) All structures, regardless of occupancy classification, located within the
"Special Protection area" or the "Very High Fire Hazard Severity Zone" as defined and
periodically modified by the Fire Chief, shall be provided with Class "A" roof system..
080 Section 1900.4.4 is hereby amended to read as follows:
'Minimum Slab Thickness. The Minimum thickness of
concrete floor slabs supported directly on the ground
shall not be less than 3 1/2 inches (89 mm). An
approved vapor barrier membrane shall be placed under
slab floors for human occupancy and supported directly
on the grade in Group I and R, Division 1 and 3
occupancies.
EXCEPTION: When justified by a soils report and
approved by the Building Official, the vapor
barrier may be omitted.'
.090 Section 1922.10 is hereby amended to read as follows:
`1922.10 Seismic Requirements for Plain concrete.
1922.10.1 General. The design and construction of
plain concrete components that resist seismic forces
shall conform to the requirements of Section 1922,
except as modified by this section.
1922.10.2 Seismic Zones 0 and 1. Structural plain
concrete members located in Seismic Zones 0 and 1 shall
be designed in accordance with the provisions of
Sections 1922.1 through 1022.1 through 1922.9.
1922.10.3 Seismic Zones 2, 3 and 4. Structural
plain concrete members are not permitted in buildings
located in Seismic Zones 2, 3 and 4.
EXCEPTIONS:
1. Footings for buildings of Group R, Division 3
or Group U, Division 1 Occupancy constructed in
accordance with Table 18-1-C.
2. Post -tensioned slabs -on -grade and topping
slabs when supported by approved structural
systems.'
.100 Section 1612.2.1 is hereby amended to read as follows:
`1612.2.1 Basic load combinations. Where Load and
Resistance Factor Design (Strength Design) is used,
structures and all portions thereof shall resist the
0
most critical effects from the following combinations
of factored loads:
1.4D
1.2D + 1.6L + 0.5 (Lr or S)
1.2D + 1.6 (Lr or S) + (f1L or 0.8 W)
1.2D + 1.3W + (f1L + 0.5 (Lr or S)
1.2D + 1.0E + (f1L + f2S)
0.90± (1.OpEh or 1.3W)
WHERE:
(12-1)
(12-2)
(12-3)
(12-4)
(12-5)
(12-6)
fl = 1.0 For floors in places of public assembly, for
Live loads in excess of 100psf (4.9 kN/m2), and for
Garage live load.
= 0.5 for other live loads.
f2 = 0.7 for roof configurations (such as saw tooth)
that do not shed snow off the structure.
= 0.2 for other roof configurations.
EXCEPTIONS:
1. Factored load combinations for concrete per Section
1909.2 where load combinations do not include seismic
forces.
2. Where other factored load combinations are
specifically required by the provisions of this code.'
.110 Section 1629.4.2 is hereby amended to read as follows:
11629.4.2 Seismic Zone 4 near -source factor. In
Seismic Zone 4, each site shall be assigned a
near -source factor in accordance with Table 16-S and
the Seismic Source Type set forth in Table 16-U. The
value of Na used in determining Ca need not exceed 1.1
for structures complying with all the following
conditions:
10
1. The soil profile type is SA, SB, SC or SD.
2. p = 1.0.
3. Except in single -story structures, Group R,
Division 3 and Group U, Division 1 Occupancies, moment
frame systems designated as part of the
lateral -force -resisting system shall be special
moment -resisting frames.
4. The provisions in Sections 9.6a and 9.6b of RISC -
Seismic Part I shall not apply, except for columns in
one-story buildings or columns at the top story of
multistory buildings.
5. None of the following structural irregularities is
present: Type 1, 4 or 5 of Table 16-L, and Type 1 or 4
of Table 16-M.'
.120 Section 1630.8.2.2 is hereby amended to read as
follows:
`1630.8.2.2 Detailing reauirements in Seismic Zones 3
and 4. In Seismic Zones 3 and 4, elements supporting
discontinuous systems shall meet the following detailing or
member limitations:
1. Reinforced concrete or reinforced masonry elements
designed primarily as axial -load members shall comply
with Section 1921.4.4.5.
2. Reinforced concrete elements designed primarily as
flexural members and supporting other than light -frame
wood steel wall systems or light -frame steel and wood
structural panel shear wall systems shall comply with
Sections 1921.3.2. and 1921.3.3. Strength computations
for portions of slabs designed as supporting elements
shall include only those portions of the slab that
comply with the requirements of these Sections.
3. Masonry elements designed primarily as axial -load
carrying members shall comply with Sections
2106.1.12.4, Item 1, and 2108.2.6.2.6.
4. Masonry elements designed primarily as flexural
members shall comply with Section 2108.2.6.2.5.
11
5. Steel elements designed primarily as flexural
members or trusses shall have bracing for both top and
bottom beam flanges or chords at the location of the
support of the discontinuous system and shall comply
with the requirements of AISC-Seismic Part I, Section
9.4b.
6. Wood elements designed primarily as flexural
members shall be provided with lateral bracing or solid
blocking at each end of the element and at the
connection location(s) of the discontinuous system.'
.130 Section 2205.3 of Chapter 22, Division 1, is hereby
amended to read as follows:
"2205.3 Seismic Design Provisions for Structural Steel.
Steel structural elements that resist seismic forces
shall, in addition to the requirements of Section
2205.2, be designed in accordance with Division IV, as
amended herein."
.140 Division V (Seismic Provisions for Structural Steel
Buildings for Use With Allowable Stress Design) of Chapter 22 is
hereby deleted in its entirety.
.150 Division IV of Chapter 22 is amended in its entirety to
read as follows:
`DIVISION IV
SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
Based on Seismic Provisions for Structural Steel
Buildings, of the American Institute of Steel
Construction, Parts I, and II dated April 15, 1997 and
Supplement No. 2, dated November 10, 2000.'
SECTION 2210 - ADOPTION
Except for the modifications as set forth in
Sections 2211 and 2212 of this division IV and the
requirements of the California Building Standards Code,
the seismic design, fabrication, and erection of
structural steel shall be in accordance with the
Seismic Provisions for Structural Steel Buildings,
April 15, 1997 published by the American Institute of
Steel Construction, 1 East Wacker Drive, Suite 3100,
Chicago, IL 60601, which seismic provisions are
12
incorporated by reference as though fully set forth at
length herein. The adoption of Seismic Provisions for
Structural Steel Buildings in this Division,
hereinafter referred to as AISC-Seismic, shall include
Parts I (LRFD), III (ASD) and Supplement No. 2 dated
November 10, 2000.
Where other codes, standards, or specifications
are referred to in this specification, they are to be
considered as only an indication of an acceptable
method or material that can be used with the approval
of the Building Official.
SECTION 2211 - DESIGN METHODS
When the load combinations from Section 1612.2 for
LRFD are used, structural steel buildings shall be
designed in accordance with Chapter 22 Division II
(AISC-LRFD) and Part I of AISC-Seismic as modified by
this Division.
When the load combinations from Section 1612.3 for
ASD are used, structural steel buildings shall be
designed in accordance with Chapter 22 Division III
(AISC-ASD) and Part III of AISC-Seismic as modified by
this Division.
SECTION 2212 - AMENDMENTS
The AISC-Seismic adopted by this Division applies
to the seismic design of structural steel members
except as modified by this Section.
1. The following terms that appear in
AISC-Seismic shall be construed in accordance with the
following definitions in the 1997 Uniform Building
Code.
AISC - Seismic
1997 Uniform
Building Code
Seismic Force Resisting System - Lateral Force
Resisting System
Design Earthquake - Design Basis Ground
Motion
Load Combinations Eqs (4-1) - Chapter 16 Eqs.
13
And (4-2)
LRFD Specification Section
(A4-1) and (A4-6)
QoQE = Em
(12-17) and (12-18)
Respectively
- Chapter 16 Eqs.
(12-1) through
(12-6) respectively
- Em
2. Sec. 1 of Part I (Structural Steel
Buildings)of the AISC Seismic Provisions is hereby
revised as follows:
`1. SCOPE
These provisions are intended for the design and
construction of structural steel members and
connections in the Seismic Force Resisting Systems in
buildings for which the design forces resulting from
earthquake motions have been determined on the basis
various levels of energy dissipation in the inelastic
range of response. These provisions shall apply to
buildings in Seismic Zone 2 with an importance factor
greater than one, in Seismic Zone 3 and 4 or when
required by the Engineer of Record.
of
I
These provisions shall be applied in conjunction
with, Chapter 22, Division II, hereinafter referred to
as the LRFD Specification. All members and connections
in the Lateral Force Resisting System shall have a
design strength as provided in the LRFD Specification
to resist load combinations 12-1 through 12-6 (in
chapter 16) and shall meet the requirements in these
provisions.
Part I includes a Glossary, which is specifically
applicable to this Part, and Appendix S.
3. Section 4.1 of Part I (Structural Steel
Buildings) of the AISC Seismic Provisions is revised as
follows:
`4.1 Loads and Load Combinations
The loads and load combinations shall be
those set forth in Section 1612.2 except as
modified throughout these provisions.'
14
.160 Section 419 of Appendix to Chapter 4 is hereby amended
to read as follows:
'The provisions of this section apply to the
design and construction of barriers for swimming pools
for R occupancies.'
.170 Section 420 of Appendix Chapter 4 is hereby amended by
amending the definition of "Swimming Pool" to read as follows:
'Swimming pool' is a structure intended for
swimming or recreational bathing that contains or is
designed to contain water over eighteen (18) inches,
(457 mm) deep. This includes in -ground, above ground
on -ground swimming pools, hot tubs, portable and
non-portable spas, and fixed in place wading pools.'
.180 The first sentence of paragraph 421.1 of Section 421 of
Appendix to Chapter 4 is hereby amended by to read as follows:
'1. The top of the barrier shall be at least
sixty (60) inches (1524 mm) above grade measured on the
side of the barrier, which faces away from the swimming
pool.'
15.02.070 AMENDMENTS TO NATIONAL ELECTRICAL CODE.
The following sections, definitions, and provision of the
National Electrical Code, 1999 NFPA Edition, are amended as set
Forth in this section:
.010 Section 110-5 of Article 110 of the National
Electrical Code, 1999 NFPA Edition is hereby amended to read as
Follows:
'Section 110-5 Conductors. Conductors normally
used to carry current shall be of copper or of aluminum
unless otherwise provided in this Code. Where other
materials are used, the size shall be changed
accordingly. Aluminum conductors of No. 6 or smaller
used for branch circuits shall require continuous
inspection by an independent testing agency approved by
the Building Official for proper torquing of
connections at their termination point.
(FPN): For aluminum and copper -clad aluminum
conductors see Section 310-15.'
15.02.080 AMENDMENTS TO UNIFORM MECHANICAL CODE
The following sections, definitions and provisions of the
Uniform Mechanical Code, 2000 ICBO Edition, are amended as set
Forth in this section:
.010 Section 114.4.1 of Chapter 1 relating to Permit
Expiration is hereby deleted since it is superseded by Section
15.02.050 hereinabove.
15.02.090 AMENDMENT TO UNIFORM PLUMBING CODE.
The following sections, definitions, and provisions of the
Uniform Plumbing Code, 2000 IAPMO Edition, are amended as set
forth in this section:
.010 Subsection 103.3.4 of Section 103 of Chapter 1 is
hereby deleted since it has been superseded by Section 15.02.050
hereinabove.
15.02.100 AMENDMENTS TO THE UNIFORM SWIMMING POOL, SPA AND HOT
TUB CODE
The following sections, definitions, and provisions of the
Uniform Swimming Pool, Spa and Hot Tub Code, 1997 IAPMO Edition,
are amended as set forth in this section:
.010 Section 1.7 of Part 1 (Administration) is hereby
deleted in its entirety since it has been superseded by Section
15.02.050 hereinabove.
.020 Section 102 of Chapter 1 (Definitions)is hereby
amended by changing the definition of the word "swimming pool"
and "wading pool" to read as follows:
'Swimming Pool - See Appendix Section 420 of the
Anaheim Building Code.'
'Wading Pool - see Appendix Section 420 of the Anaheim
Building code.'
15.02.110 AMENDMENT TO UNIFORM SOLAR ENERGY CODE.
The following sections, definitions, and provisions of the
Uniform Solar Energy Code, 1997 IAPMO Edition, are amended as set
forth in this Section:
16
.010 Section 20.3 of Part 1 (Administration) is hereby
deleted in its entirety since it has been superseded by Section
15.02.050 hereinabove.
15.02.120 PENALTY
It shall be unlawful for any person, firm or corporation to
violate any provision or to fail to comply with any of the
requirements of this ordinance or any provision of the Uniform
Codes adopted by this ordinance. Any person, firm or corporation
violating any provision of this ordinance or the Uniform Codes or
failing to comply with any of the requirements therein shall be
deemed guilty of a misdemeanor and upon conviction thereof shall
be punished by a fine not exceeding One Thousand Dollars
($1,000.00) or by imprisonment not exceeding six (6) months, or
by both such fine and imprisonment. Each such person, firm or
corporation shall be deemed guilty of a separate offense for each
day during any portion of which any violation of any of the
provisions of this ordinance or the Uniform Codes is committed,
continued or permitted by such person, firm or corporation, and
shall be punishable therefore as provided for in this ordinance.
SECTION 3. SEVERABILITY
The City Council of the City of Anaheim hereby declares that
should any section, paragraph, sentence or word of this ordinance
of the Code, hereby adopted, be declared for any reason to be
invalid, it is the intent of the Council that it would have
passed all other portions of this ordinance independent of the
elimination here from of an such portion as many be declared
invalid.
SECTION 4. SAVINGS CLAUSE
Neither the adoption of this ordinance nor the repeal of any
other ordinance of this City shall in any manner affect the
prosecution of violations of ordinances, which violations were
committed prior to the effective date hereof, nor be construed as
a waiver of any license or penalty or the penal provisions
applicable to any violation thereof. The provision of this
ordinance, insofar as they are substantially the same as
ordinance provisions previously adopted by the City relating to
the same subject matter, shall be construed as restatements and
continuations, and not as new enactments.
17
SECTION 5. EFFECTIVE DATE AND PUBLICATION
This Ordinance shall become effective thirty (30) days
from and after the date of its adoption by the City Council.
Publication of this Ordinance shall be effected in accordance
with the requirements of the Anaheim City Charter.
THE FOREGOING ORDINANCE is approved and adopted by the City
Council of the City of Anaheim this 1st day of October ,
2002.
Aaoyc 7AW444-,&
MAYOR OF THE CITY OF ANAHEIM
Pro Tem
ATTEST:
A-yj A . 1,o4 2����
ITY CL K OF THE CITY OF ANAHEIM
46033.1
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF ANAHEIM )
I, SHERYLL SCHROEDER, City Clerk of the City of Anaheim, do hereby certify that the foregoing
Ordinance No. 5821 was introduced at a regular meeting of the City Council of the City of
Anaheim, held on the 27th day of August, 2002, and that the same was duly passed and adopted
at a regular meeting of said City Council held on the 1 st day of October, 2002, by the following
vote of the members thereof:
AYES
NOES
ABSENT:
MAYOR/COUNCIL MEMBERS: Feldhaus, Kring, Tait, McCracken
MAYOR/COUNCIL MEMBERS: None
MAYOR/COUNCIL MEMBERS: Daly
ABSTAINED: MAYOR/COUNCIL MEMBERS: None
ITY CLERK dF THE CITY OF ANAHEIM
(SEAL)
AFFIDAVIT OF PUBLICATION
STATE OF CALIFORNIA, )
) ss.
County of Orange )
I am a citizen of the United States and a resident
of the County aforesaid; I am over the age of
eighteen years, and not a party to or interested
in the above entitled matter. I am the principal
clerk of The Orange County Register , a
newspaper of general circulation , published in
the city of Santa Ana, County of Orange, and
which newspaper has been adjudged to be a
newspaper of general circulation by the Superior
Court of the County of Orange , State of
California, under the date of November 19,
1905, Case No. A-21046, that the notice, of
which the annexed is a true printed copy, has
been published in each regular and entire issue of
said newspaper and not in any supplement
thereof on the following dates, to wit:
October 10, 2002
"I certify (or declare) under the penalty of
perjury under the laws of the State of California
that the foregoing is true and correct":
Executed at Santa Ana, Orange County,
California, on
Date: Oct2ber 10, 2002
Signature
The Orange County Register
625 N. Grand Ave.
Santa Ana, CA 92701
(714) 796-7000 ext. 3002
PROOF OF PUBLICATION
This space is for the CoutRV;Mn
2001 OCT I I P 2: 4 5
JF FICE OF C; f
CITY OF ANAHEIM
Proof of Publication of
Paste Clipping of
Notice
SECURELY
In This Space
ORDINANCE NO. 5821
AN ORDINANCE O' THE CITY OF ANAHEIM REPEALING EXISTING CHAPTER 15.02 AND
ADDING NEW CHAPTER 15.02 TO TITLE 15 OF THE ANAHEIM MUNICIPAL CODE ADOPT-
ING BY REFERENCE WITH AMENDMENTS THE 2001 EDITION OF THE CALIFORNIA
BUILDING STANDARDS CODE, KNOWN AS CALIFORNIA CODE OF REGULATIONS, TI-
TLE 24, INCORPORATING THE 1997 EDITION OF THE UNIFORM BUILDING CODE. THE
2000 EDITION OF THE UNIFORM MECHANICAL CODE, THE 2000 EDITION OF THE UNI-
FORM PLUMBING CODE, AND THE 1999 EDITION OF THE NATIONAL ELECTRICAL
CODE; ADOPTING BY,REFERENCE THE 1997 EDITION OF THE UNIFORM CODE FOR
THE ABATEMENT OF DANGEROUS BUILDINGS, ADOPTING BY REFERENCE WITH
AMENDMENTS THE 1997 EDITIONS OF THE UNIFORM SOLAR ENERGY CODE, THE UNI-
fCRM SWIMMING POOL, SPA, AND HOT TUB CODE; AND THE 1997 EDITION OF THE
tNIFORM HOUSING CODE, AS INCORPORATED INTO TITLE 25 OF THE CALIFORNIA
DE OF REGULATIONS.
THE CITY COUNCIL OF THE CITY OF ANAHEIM DOES ORDAIN AS FOLLOWS:
SECTION 1. REPEAL OF CHAPTERS
That Chapters 15.02 of Title 15 of the Anaheim Municipal Code be, and the same are here -
That new Chapter 15.02 of Title 15 be, and the same is hereby, added to the Anaheim Mu-
nicipal Code to read as follows:
"Chapter 15.02
UNIFORM CODES PENTAINIMTo BUILDING AND CONSTRUCTION
11S.02.000 APPROVAL OF UNIFORM CODES.
The City Council does hereby find and determine, as a result of investigation conducted by
the City and its Building Official, and by reason of the accepted principles and tests by rec-
ognized national or state authorities and technical and scientific organizations that each of
the followingg uniform codes is approved for adoption by reference within the meaning of
Section 50022.1 at seq of the Government Code of the State of California
and Section 513 of the Crit Charter:
Oto The 2001 Edition of the California Building Standards Code, known as Title 24 of the
California Code of Regulations incorporating the following Uniform Codes:
.0101 Uniform Building Code -1997 ICBG Edition, as amended herein, including Append,
ces in addition to the C eters listed in the "' Metrix as follows:
A4 BARRIERS FOR SWIMMING POOLS, SPAS AN
D HO7 TUBS `
Al2 DIVISION I- INTERIOR ENVIRONMENT -VENTILATION
Al2 DIVISION II & IIA -SOUND TRANSMISSION CONTROL
A15 REROOFING
A16 DIVISION II -EARTHQUAKE RECORDING INSTRUMENTATION
A16 DIVISION IV -EARTHQUAKE REGULATIONS FOR SEISMIC ISOLATED STRUCTURES
A18 WATER PROOFING AND DAMP PROOFING FOUNDATIONS
A31 DIVISION I -FLOOD RESISTANT CONSTRUCTION
A31 DIVISION ll- MEMBRANE STRUCTURES
A31 DIVISION III -PATIO COVERS
A34 DIVISION III -REPAIRS TO BUILDINGS AND STRUCTURES DAMAGED BY THE
OCCURRENCE OF ANNATURAL DISASTER, AS AMENDED.HEREIN
.0102 Natibnal Electrical Code- -1999 NFPA Edition, with appendices, as amended herein.
.0103 Uniform Mechanical Code- - 2000 IAPMO Edition, with appendices, as amended
herein.
0104 Uniform Plumbing Code- - 2000 IAPMO Edition, with appendices, as amended
herein.
"020 The Uniform Code For The Abatement of Dangerous Buildings -1997 ICBO Edition, as
amended herein.
.030 The Uniform Housing Code -1997 ICBO Edition as amended herein.
040 The Uniform Solar Energy Code -1997 IAPMO Emdiflon, as hmended herein.
"CSO The Uniform Swimming Pool, Spa, and Hot Tub Code -1997 IAPMO Edition, as
amended herein.
.080 The Codes set forth in this section are collectively referred to and may be cited as the
"Uniform Codes", and, individually as the Anaheim Building Code, Anaheim Code for the
Abatement of Dangerous Buildings, Anaheim Electrical Code, Anaheim Uniform Housing
Code, Anaheim Mechanical Code, Anaheim Plumbing Code, Anaheim Solar Energy Code,
Anaheim Swlmmina Pool. Spa, and Hot Tub Code and the California Building Standards
The Uniform Codes, as emended by this chapter, aro hereby adopted pursuant to Section
50022.1 at seq. of the California Government Cade and Section 513 of the City Charter.
15.02.020 OIDINGNATION OF AUMNNSyI1ATM AUTHORITY -
'Administrative Authority" or *Buildi g Official" when used in the Uniform Codes shall
mean the Building Official as designated in Section 1.04.150 of the Anaheim Municipal
BOARD Or APPEALS.
Appeals" when used in the Uniform Cedes shall mean the Plar
i. Said members shall hold their respective membership on said Boa
reason e terms of service as Plar
fors and shall cease to band such membwith their ers of tithe Board of Appeals upon
e planning commissioners. The Building Official shall be an ex officio mel
J of Appeals. H not otherwise established in each of the Uniform Cod
Deals is honil established for each of the Uniform Codes.
Notwithstanding any fees established in the Uniform Codes, the City Council may, by
ution, establish the fee for each permit, inspection, reinspection and other activity.
reference in airy Uniform Code to "fees" shall be deemed a reference to said
ution. If no such resolution is adopted, the fee set forth in the Uniform Code shall
F.
The fees for a permit for work which was commenced prior to issuance of the. permit
be waived by the Building Official upon debriMining, In writing, that the work was
irtaken as an emergency measure v tan the obtaining of a permit was impracticab
11T' �''[•- - i]MINE
080 Section 1900 4A Is hereby amended t., reao a t II 1�
Minimum Slab Thickness. The Minimum Jucknes ol concrete ''n- sic. ,Upp�jaer .
ectly on the ground shall not be less than 3 1/2 inches 189 nmj. An approved vapei ba r
-r membrane shall be placed under slab floors for human occupan-:y and supported dlrec'
y on the grade in Group I and R. Division 1 and 3 occupancies.
EXCEPTION: When justified by a soils report and approved by the Building Official the
nor barrier may be omitted.'
,090 Section 1922.10 is hereby amended to read as follows.
1922.10 Seismic Requirements for Plain concrete.
1922.10.1 General. The design and construction of plain concrete components that resin
seismic forces shall conform to the requirements of Section 1922, except as modified by
this section.
1922.10.2 Seismic Zones 0 and 1. Structural plain concrete members located in Seismic
Zones 0 and 1 shall be designed in accordance with the provisions of Sections 1922?',
through 1022.1 through 1922.9.
1922:10.3 Seismic Zones 2, 3_and.4. Structural plain concrete members are not permit-
ted in buildings located in Seismic Zones 2, 3 and 4.
EXCEPTIONS:
1. Footings for buildings of Group R, Division 3 or Group U, Division 1 Occupancy construct
ed in accordance with Table 18-1-C.
2. Post-tPrAiioned slabs -on -grade and topping slabs when supported by approved structur-
al syste
1 Se 1612.2.1 is hereby amended to read as follows:
'1612.2.1" is load combinations. Where Load and Resistance Factor Design (Strength
Design) is used, structures and all portions thereof shall resist the most critical effects from
the following combinations of factored loads:
12� + 1.61- + 0.5 (Lr or S) (12 2)
1.21) + 1.6& or S) + (f1L or 0.8 W) (12-3)
1.2D+1.3 W + f1L + 0.5 (Lr or S) (12-4)
1.21) + 1.0E + (flL + f2S) (12-5)
0.90+ (1.OrEh or 1.301)
WHERE:
I1 = 1.0 For floors in places of public assembly, for Live loads in excess of 100psf (4.9 kN/-
m2)), and for Garage live load.
= 0.5 for other live loads.
f2 = 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure.
= 0.2 for other roof configurations.
EXCEPTIONS:-
1. Factored load combinations for concrete per Section 1909.2 where load combinations
do not include seismic forces.
2. Where other factored load combinations are specifically required by the provisions of
this code.'
110 Section 1629.4.2 is hereby amended to read as follows:
1629.42 Seismic Zana 4 near•soulme factor- In Seismic Zone 4, each site shall t
ass! gnad.a near source factor in accordance with Table 16-S and the Seismic Source Type
set forth in Table 16-U. The value of No used in determining Ca need not exceed 1.1 for
structures cornplying with ail the following conditions:
1. The soil profile type is SA SB, SC or SD.
2. r = 1.0.
3. Except in single -story structures, Group R, Division 3 and Group U, Division 1
Occupancies, moment frame systems designated as part of the lateral -force -resisting
system shall be special moment -resisting frames.
4. The provisions in Sections 9.6a and 9.6b of AISC - Seismic Part I shall not apply, except
for columns in one-story buildings or columns at the top story of multistory buildings.
5. None of the following structural irregularities is present: Type 1, 4 or 5 of Table 16-L, and
Type 1 or 4 of Table 16-M.'
1120 Section 1630.8.2.2 is hereby amended to read as follows:
1630.8.2.2 Detailing_requirements-in.Saismila Zones 3 anri4- In Seismic Zones 3 and 4,
elements supporting discontinuous systems shall meet the following detailing or member
limitations:
1. Reinforced concrete or reinforced masonry elements designed, primarily as axial -load
members shall comply with Section 1921.4.4.5.
2. Reinforced concrete elements designed primarily as flexural members and supporting
other than light -frame wood steel wall systems or light -frame steel and wood structural
panel shear wall systems shall comply with Sections 1921.3.2. and 1921.3.3. Strength
computations for portions of elabs des' nod as supporting elements shall include only
those portions of the slab that comply with the requirements of these Sections.
3. Masonry elements designed primarily as axial -load carrying members shall comply with
Section 2106.1.12.4, Item 1, and 2108.2.6.2.6.
4. Masonry elements designed primarily as flexural members shall comply with Section
'i Ater the origina-p-iii tom- alas ex iced, work may not commence or coninuM until an
investigative inspection or an review is conducted to ascertain that? no changes �ha,v.e�l,or�
will be made in the Wig plans and specifications. Appropriate fees for an Investigative
inspection or plan rsvlew shall be .
,040 Once the a8o�t is a renewed, permit shat be obtained. In order to
renew actionunt rrog[�onraaQp1��orm� aftei, pexaprWition the perms, p sh'cled that all be required to pay one-half th-
ave been
emaadde or w1l] be midge rM the erigMtat ppte ss1d specs ications� grew pes hplans and
specifications are to be used, the permittee shall pay a new full permit fee. A renewed
permit shell be valid for 180 days. In order to renew a permit beyond the 160 day rens"
ppeeriod, the permifte shall pay a new full permit fee.
` :030 A permittee holding an unexpired permit may apply for an extension of time within
which work may be commenced or continued under the permit when the permittee is
unable to obtain a final inspection within the time required by this section for good and
yptisfactory reasons. The Building Official may extend the time for action by the permittee
for a period not exceeding 1110 days upon written request by the permittee showing that
circumstances beyond tFre control of the permittee have prevented action from being
.080 AMENBMENTS TO UNIFORM BUILDING CODE.
P
llowing sections, definition and provision of the Uniform Building Corde,1997ICBG
n, as noorporated into the Calrfomia Building Standards Code, This 24 of the
041Hornia Code of i Zulatlons, are amended as set forth in this section:
,010 Section 106.4.4 relating :to Permit Expiration is hereby deleted since it has been
tremens designed primarily as flexural members or trusses shall have bracing for
and bottom beam flanges or chords at the location of the support of the
sous system and shall comply with the requirements of AISC-Seismic Part 1,
6. Wood elements designed primarily as flexural members shah be provided with lateral
bracing or solid blocking at each end of the element and at the connection location(s) of
the discontinuous system.
'
.130 Section 2205.3 of Chapter 22, Division 1, is hereby amended to read as follows:
'22053 Seismic Desin PF oidsions-for-SIructural Steel. Steel structural elements that resist
seismic forces shall, in addition to the requirements of Section 2205.2, be designed in
accordance with Division N, as amended herein."
140 Division V (Seismic Provisions for Structural Steel Buildings for Use With Allowable
Stress Design) of Chapter 22 is hereby deleted in its entirety.
.180 Division IV of Chapter 22 is amended in its entirety to read as follows:
'DIVISION IV
SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
Based on Seismic Provisions for Structural Steel Buildings, of the American Institute of
Steel ConstrugWn, Parte 1, and 11 dated April 15, 1997 and Supplement No. 2, dated
Fra" itis set firth in Sections 2211 and -22f2 of this division IV and
a ealifornia Building Standards Code, the seismic design,
of structural steel shall be in accordance with the Seismic'
ill Buildings, April 15, 1997 published by the American Institute
;est Wacker Drive, Suite 3100, Chicapn� tri 60601, which seismic'
ed by reference as though fully set Torth at length herein. The!
talons for Structural Steel Buildings In this Division, hereinafterl
tic, shall include Parts I (IRFD), 111 {ASD) and Supplement No. 2,
dards, or specifications are referred to in this specification, they
my an in d!cation of an acceptable method or material that can be
the Building Official.
When the bad combinations from Section 1612.2 for LRFD are used, structural steel
buildings shall be designed in accordance with Chapter 22 Division II (AISC-LRFD) and'.
Part I of AISCSeismic as modified by this Division.
When the load combinations from Section 1612.3 for ASD are used, structural steel j
buildings shad be designed in accordance with Chapter 22 Division III (AISC-ASD) and Part
III of AISC-Seismic es modified by this Division.
The AISC-Seismic adopted by this Division applies to the seismic design of structural steel
members except as modified by this Section.
1. The following terms that appear in AISC-Seismic shall be construed in accordance with,
the fnllnwinn rlefinlfi . in the - i In;-... o.,;,.+...., r...+-
.620 The Capticn for Section 403 is hereby amended to read as follows
'SECTION 403 - SPECIAL PROVISIONS FOR ALL HIGH RISE OCCUPANCIES
030 Section 403.1 is hereby amended to read as follows:
�$action 403.1 Scope. This section applies to all occupancies each having floors used for
liVman occupancy located more than 55 feet (16,764 mm) above the lowest level of fire
department vehicle access. Such buildings shall be of Type I or Type f-F.R. construction
�rid shall be provided with an approved automatic fire sprinkler system in accordance with
ection 403.2.'
040 Section 403.1.1 [For SFM) is hereby amenoed to read as follows:
'Section 403.1.1 [For SFMI. In addition to other applicable requirements of these
(egulatiors, the provisions of this section shall apply to every new building of any type of
Construction or occupancy having floors used for human occupancy located more than 55
feet above the lowest level of the fire department vehicle access.
EXCEPTIONS:
1. Hospitals as defined in Section 1250 of the Health and Safety Code.
2. The following structures, while classified as high-rise buildings, shall not be subject to
the provisions of this section, but shall conform to all other applicable provisions of this
regulation.
2.1 Buildings used exclusively as open parking structures.
2.2 Buildings where all floors above the 55400t level are used exclusively as open
parking structures.
2.3 Floors of buildings used exclusively as open parking garages and located above all
other floors used for human occupancy.
2.4 Buildings such as power plants. Lookout towers, steeples, grain houses and similar
structures with non -continuous human occupancy, when so determined by the enforcing
official.
2.5 Buildings used exclusively for jails and prisons.
.050 Section 1005.3.3.7 is hereby amended to read as follows:
'Section 1005.3.3.7 Presi__ enclosure- In a building having a floor level used for
human occupancy located more than 55 feet above the lowest levelof fire department
vehicle access, all required exit enclosures shall be pressurized in accordance with
Section 905 and this section. Pressurization shall occur automatically upon activation of
an approved fire alarm system.
EXCEPTION: If the building is not equipped with a fire alarm system, pressurization shall
occur upon activation of a spot -type smoke detector listed for releasing service within 5
feet (1524mm) of each vestibule entry.
A controlled relief vent capable of discharging a minimum of 2,500 cubic feet per minute
(1180Us) of air at the design pressure difference shall be located in the upper portion of
such pressurized exit enclosures.
.060 Section 1503 is hereby amended to read as follows:
'Section 1503 Roofing -Require nts_ In all Group R-3 occupancy classifications, the roof
covering or roof assembly of any building hereinafter constructed regardless of type or
occupancy classi ication, including any re -roofing of any existing budding when 50% or
chore of the total re -roof area is re -roofed within any one-year period, as specified in
Chapter 15 of the Appendix hereto, shall be a Class A assembly in all areas of the City of
Anahweeieeymy located east of the Costa Mesa Freeway (SR -55) and south of the Riverside
F EPta:: A g
C Attached room additions to existin residences.
e roof covering or roofing assembly on any s ructure regulated by this code shall be as
specified in Table No. 15-A and as classified in Section 1504.
Roofing shall be secured or fastened to the supporting roof construction and shall provide
weather protection for the budding at the roof.'
070 Table 15-A of Section 1504 is amended to read as set forth on the following page:
Table No. 15-A MINIMUM ROOF CLASSIFICATION 1, 2, 3
s tf0!
EEi
�
Eri'i
MIN
ENEI®®®M®®
IEMMMMMIEM
M
MEN®®®®MMINN
=EMENEENE,
=mommmMMENMEN
EIMEENNEENSEEN,
MENNESEMENIMMENE
®E�I
:MMM®
A -Class A roofing B -Class B roofing F.R.-Firs resistive H.T.-Heavy timber 1 HR -1 Hour rated
construction
-Occupancy not permitted in this type of construction.'
1(1 depicts buildings which are not more than two stories in height and have
not more than 6,000 squarefeet (557 m) of projected roof area and where there is a
minimum of 10 feet (3,048 m) from the extremity of the roof to the property line or
assumed property line on ad sides except for street fronts shall be of non-
combustible or fire retardant roof covering as define din 1504.2.
2(2) See Section 308.2.2
3(3) All structures, regardless of occupancy classification, located within the
"Special Protecfion.area' or the °Very High Fire Hazel Severity Zone" as defined and
oeriodicaltv modified by the Fire Chief ahall be provided with Class "A" roof system
AISC - Seisr,( 1997 Uniform 3uildrng Ccde
Seismic Force Resisting System - Lateral Force Resist r
Design Earthquake - Design Basis Ground Motion
Load Combinations Eqs (4-1 )And (4-2) - Chapter 16 Eqs (12-17: and 02-18 Respoe 'ivo,
LRFD Specification Section (A4-1) and (A4-6) - Chapter 16 Eqs. (124) through (12-6
respectively
oQE = Em - Em
2. Sec. 1 of Part I (Structural Steel Buildings)of the AISC Seismic Provisions is hereby
revised as follows:
1. SCOPE
These provisions are intended for the design and construction of structural steel members
and connections in the Seismic Force Resisting Systems in buildings for which the design;
forces resulting from earthquake motions have been determined on the basis of various
levels of energy dissipation in the inelastic range of response.. These provisions shall
apply to buildings in Seismic Zone 2 with an importance factor I greater then one, in
Seismic Zone 3 and 4 or when required by the Engineer of Record.
These provisions shall be applied in con unction with, Chapter 22, Division II, hereinafter
referred to as the LRFD Spec'rficetion. AI� members and connections in the Lateral Force
Resisting System shall have a design strength as provided in the LRFD Specification to
resist load combinations 12-1 through 12-6 (in chapter 16) and shall meet the requirements
which is specifically applicable to this Part, and Appendix S.
.ictural Steel Buildings) of the AISC Seismic Provisions is revised
as Toirows:
4.1 Loads and Load Combinations The loads and load combinations shall be those set
forth in Section 1612.2 except as modified throughout these provisions.'
160 Section 419 of Appendix to Chapter 4 is hereby amended to read as follows:
The provisions of this section apply to the design and construction of barriers for
swimming pools for R occupancies.'
.170 Section 420 of Appendix Chapter 4 is hereby amended by amending the definition of
"Swimming Pool" to read as follows:
'Swimming pool' is a structure intended for swimming or recreational bathing that contains
or is designed to contain water over eighteen (18) inches, (457 mm) deep. This includes in -
ground, above ground on -ground swimming pools, hot tubs, portable and non-portable
spas, and fixed in place wading pools.'
160 The first sentence of paragraph 421.1 of Section 421 of Appendix to Chapter 4 is -'
hereby amended by to read as follows:
'1. The top of the barrier shall be at least sixty (60) inches (1524 mm) above grade
measured on the side of the barrier, which faces away from the swimming pool.'
ISAM070 AMENDMENTS TO NATIONAL ELECTRICAL CODE 3
The following sections, definitions, and 'provision of the National Electrical Code, 1999 1
NFPA Edldon, are amended as set Forth in this section:
OIO Section 110-5 of Article 110 of the National Electrical Code, 1999 NFPA Edition is
hereby amended to read as Follows:
'Section 110-5 Conductors. Conductors normally used to carry current shall be of copper i
or of aluminum unless otherwise provided in this Code. Where other materials are used,
the size shall be changed accordingly. Aluminum conductors of No. 6 or smaller used for i,
branch circuits shall require continuous inspection by an indeappeendent testing agency 0'
approved by the Building Official for proper torgwng of connectlons at their termination !,
point. (FPI): For aluminum and copper clad aluminum conductors see Section 310-15.'
15A2AS0 AN TO YNNrORY MEONANICAL DOM
The following sections, definitions and provisions of the Uniform Mechanical Code, 2000 C
ICBG, Edition, are amended as set Forth in this section:
.ON Section 114.4.1 of Chapter t relating to Permit Expiration is hereby deleted since it is l
superseded by Section 15: 2.050 hereinabove.
ISA L090 AMENDMENT TO UNWORN PLUNBINO CODE r
The following sections, definitions, and provisions of the Uniform Plumbing Code, 2000
APMO Edition, are amended as set forth in this section: It
.010 Subsection 103.3.4 of Section 103 of Chapter 1 is hereby deleted since it has been a
superseded by Section 15.02.050 hereinabove.
1000 M AMENDMENTS TO THE UNIFORM SWINNIN41 POOL, SPA AND NOT
TUB§i
The fdbwing sections, definitions, and provisions of the Uniform Swimming Pool, Spa and p
Hot Tub Code, 1997 IAPMO, Edition, are amended as set forth in this section: lr
.010 Section 1.7 of Part 1 (Administration) is hereby deleted in its entirety since it has been
suppeerseded by Section 15.02.050 hereinabove. S
020 Section 102 of Chapter 1 (Definitions)is hereby amended by changing the definition of O
the word "swimming pool" and "wading pool" to read as follows: e
Swimmin Pool - See Appendix Section 420 of the Anaheim Building Code.' o
Wading Fool -see aAppppeendix Section 420 of the Anaheim Building code.' e,
15.02.110 AIEfI®i1ENT TO UNIFORM SOLAR ENERGY ODDS.
The following sections, definitions, and provisions of the Uniform Solar Energy Code, 1997 p 1
IAPMO Edition, are amended as set forth in this Section: P!r
010 Section 20.3 of Part 1 (Administration) is hereby deleted in its entirety since it has!
been superseded by Section 5.02.050 hereinabove.
13.02.120 PENALTY
It shall be unlawful for any person, firm or corporation to violate any provision or to fail to 'lc
compltf:5(fiy of the requirements of tMs ordinance or any Fxowsron of the Unitonn io
Cod ted y this ordinance. Any person, firm or corporation vfdating any provision P,
of this ordinance or the Uniform as or failing to compyl wtIn any of the requirements
therein --shed be deemed g�e misdemeanor and upon conviction thereof shall be o1
punished by a fine not ex One Thousand Dollars ($1,000.00) or by imprisonment N
not exceeding six (6) month., or both such fine and imprisonment. Each such person, 2
firm or corporation shall be deemed guilty of a separate offense for each day during any Jy
portion of which any violation of any of the provisions of this ordinance or the Uniform p2
Codes is committed continued or permitted by such person, firm or corporation, and shall
be punishable therefore asprovided for in this ordinance. o!
fMM�1, SEYERABILfTY Ni
The City Council of the City of Anaheim hereby declares that should any section, el
paragraph, sentence or word of this ordinance of the Code, hereby adopted, be declared ao
for any reason to be invalid, it is the intent of the Council that it would have passed all other
portions of this ordinance independent of the elimination here from of an such portion as uc
menu ba declared invalid. NI',
Neither the adoption of this ordinance nor the repeal of any other ordinance of this City in:
shall in any manner affect the prosecution of violations of ordinances, which violations 1.11.
were committed prior to the effective date hereof, nor be construed as a waiver of any 11 u
license or penalty, or the penal provisions appifcable to any violation thereof. The provision ooi
of this ordinance, insofar as they are subatentielly the some as ordinance provisions id
previously adopted by the City relating to the same subject matte, shall be construed as
restatements and continuations, and not as new enacdnents.
EECTLON A. EPPECTIYE DATE AND PUBLICATION ie ,
This Ordinance shall became affective thirty (30) days from and after the date of its Nfi
adoption by the City Council. Publication of this Ordinance shall be effected in accordance —
with theiregwrements of the Anaheim City Charter.
THE FOREGOING ORDINANCE is approved and adopted by the City Council of the Cfty of
Anaheim this tat day of October, 2D02.
MAYOR OF THE CITY OF ANAHEIM
ATTEST:
CITY CLERK OF THE CITY OF ANAHEIM
Introduced August 27, 2002
AYES: MAYOR/COUNCIL MEMBERS: Feldhaus, Kring, Tait, McCracken
NOES: MAYOR/COUNCIL MEMBERS: None
ABSENT: MAYOR/COUNCIL MEMBERS: Daly
Publish: Orange County Reaister October 10 2002 826781