Item F-1 Agenda Report — Beverly Hills City Council, December 9, 2025

AGENDA REPORT
Meeting Date: December 9, 2025
Item Number:

To: Honorable Mayor & City Council
From: Arlen Eskandari, Assistant Director/City Building Official Trevor Richmond, Fire Marshal
Subject: A. RESOLUTION OF THE COUNCIL OF THE CITY OF BEVERLY

HILLS MAKING EXPRESS FINDINGS AND DETERMINATIONS

THAT MODIFICATIONS TO THE CALIFORNIA BUILDING

STANDARDS CODE AND FIRE CODE ARE REASONABLY

NECESSARY BECAUSE OF LOCAL CLIMATIC, GEOLOGICAL
OR TOPOGRAPHICAL CONDITIONS; AND
B. AN ORDINANCE OF THE CITY OF BEVERLY HILLS
ADOPTING BY REFERENCE THE 2025 CALIFORNIA
BUILDING CODE; THE 2025 CALIFORNIA RESIDENTIAL
CODE; THE 2025 CALIFORNIA ELECTRICAL CODE; THE 2025
CALIFORNIA MECHANICAL CODE; THE 2025 CALIFORNIA
PLUMBING CODE; THE 2025 CALIFORNIA ENERGY CODE; THE
2025 CALIFORNIA FIRE CODE; THE 2025 CALIFORNIA
WILDLAND-URBAN INTERFACE CODE; THE 2025 CALIFORNIA
GREEN BUILDING STANDARDS CODE; THE 2025 CALIFORNIA
HISTORICAL BUILDING CODE; THE 2025 CALIFORNIA
EXISTING BUILDING CODE; THE 2025 CALIFORNIA
REFERENCED STANDARDS CODE; THE 1997 UNIFORM
HOUSING CODE; THE CODE FOR THE ABATEMENT OF
DANGEROUS BUILDINGS; AND THE 2024 INTERNATIONAL
PROPERTY MAINTENANCE CODE; INCLUDING CERTAIN
AMENDMENTS, ADDITIONS, AND DELETIONS; AMENDING
TITLE 9 OF THE BEVERLY HILLS MUNICIPAL CODE; AND

APPROVING A CEQA EXEMPTION DETERMINATION
Attachments: 1. Ordinance

2. Resolution of Findings
Meeting Date: December 9, 2025

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RECOMMENDATION
Staff recommends that the City Council:

A. Adopt the Resolution making express findings and determinations that modifications to the 2025 California Building Standards Code are seasonably necessary because of local climatic, geological, or topographical conditions, and instruct the City Building Official or their designee to file the adopted Resolution of findings with the California Building Standards Commission B. Move to waive the full reading of the Ordinance and adopt the Ordinance entitled: AN ORDINANCE OF THE CITY OF BEVERLY HILLS ADOPTING BY REFERENCE THE 2025 CALIFORNIA BUILDING CODE; THE 2025 CALIFORNIA RESIDENTIAL CODE; THE 2025 CALIFORNIA ELECTRICAL CODE; THE 2025 CALIFORNIA MECHANICAL CODE; THE 2025 CALIFORNIA PLUMBING CODE; THE 2025 CALIFORNIA ENERGY CODE; THE 2025 CALIFORNIA FIRE CODE; THE 2025 CALIFORNIA WILDLAND-URBAN INTERFACE CODE; THE 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE; THE 2025 CALIFORNIA HISTORICAL BUILDING CODE; THE 2025 CALIFORNIA EXISTING BUILDING CODE; THE 2025 CALIFORNIA
REFERENCED STANDARDS CODE; THE 1997 UNIFORM HOUSING CODE; THE CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS; AND THE 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE; INCLUDING CERTAIN AMENDMENTS, ADDITIONS, AND DELETIONS; AMENDING TITLE 9 OF THE BEVERLY HILLS MUNICIPAL CODE; AND APPROVING A CEQA

EXEMPTION DETERMINATION

INTRODUCTION
Every three years, the California Building Standards Commission adopts a new version of the California Building Standards Code, codified in Title 24 of the California Code of Regulations (CCR). On July 1, 2025, the commission published the 2025 edition of the code. Unless modified by local ordinance, the code will automatically take effect on January 1, 2026. The proposed Ordinance adopts by reference the 2025 California Building Standards Code (CCR Title 24) and the 2024 International Property Maintenance Code, including city amendments and supplemental administrative regulations.

The City Council initially conducted the first reading of this Ordinance on October 28, 2025. In accordance with Sections 17958.5 and 17958.7 of the Health and Safety Code, the Council must determine and expressly find that the amendments to the State standards are needed because of local climatic, geological, or topographical conditions. All proposed amendments to the state code provide for a higher order of structural safety, fire safety, occupant safety, and environmental sustainability. The applicable finding(s) for each proposed amendment is delineated in the proposed Resolution and must be filed with the California Building Standards Commission to become effective.

DISCUSSION
The California Building Standards Code (CCR Title 24) includes the following codes:

Meeting Date: December 9, 2025

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2025 California Administrative Code CCR Title 24 Part 1 2025 California Building Code CCR Title 24 Part 2
2025 California Residential Code CCR Title 24 Part 2.5
2025 California Electrical Code CCR Title 24 Part 3
2025 California Mechanical Code CCR Title 24 Part 4
2025 California Plumbing Code CCR Title 24, Part 5
2025 California Energy Code CCR Title 24 Part 6
2025 California Wildland-Urban Interface Code CCR Title 24 Part 7 2025 California Historical Building Code CCR Title 24 Part 8 2025 California Fire Code CCR Title 24 Part 9
2025 California Existing Building Code CCR Title 24 Part 10 2025 California Green Building Standards Code CCR Title 24 Part 11 2025 California Referenced Standards Code CCR Title 24 Part 12 State law allows the City of Beverly Hills to amend provisions of Title 24 provided that any amendments to building standards are more restrictive than Title 24 building standards and an express finding is made that each such amendment is reasonably necessary because of local climatic, geological, or topographical conditions. The City's amendments must be specific to an edition of Title 24. Thus, with each new edition of Title 24, the City Council is required to adopt these amendments by local ordinance. After adoption, these amendments with the required findings must be filed with the California Building Standards Commission to become effective.

In addition to the state codes listed above, the 2024 International Property Maintenance Code is proposed for adoption to replace the current 2021 edition.

The 2024 edition establishes updated minimum administrative and enforcement standards for the maintenance of residential and commercial premises and structures.

Building and Fire Safety and Sustainability
The Ordinance proposes to carry forward those City amendments that were adopted with the previous code to create a higher level of safety. These include stricter seismic design provisions for hillside buildings, expanded use of automatic fire sprinkler systems, and the requirement for higher levels of fire-resistant construction. Each of these amendments has been updated to correspond to the new language in the 2025 edition of the California Building Standards Code.

In addition, the ordinance includes the adoption of the new Part 7 of Title 24 of the California Code of Regulations as the 2025 California Wildland-Urban Interface Code, which establishes building standards specifically for structures located in the very high fire severity zone where urban development intersects with wildlands. Its primary focus is to reduce wildfire risk by requiring the use of fire-resistant materials, ignition-resistant construction methods, and the maintenance of defensible space around buildings to improve structure survivability during wildfire events. The Ordinance also proposes to carry forward existing local amendments that support resilience, sustainability, and improved water conservation.

Building Administration and Enforcement
This Ordinance also proposes amendments to the existing administrative and enforcement provisions in Title 9 of the Beverly Hills Municipal Code to enhance clarity, eliminate redundancy, and ensure consistency with updated building Meeting Date: December 9, 2025

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standards and state laws. These amendments include clarification and expansion of the Construction Means and Method Plan requirements, specifically outlining its applicability to multi-family residential apartment buildings. Additionally, the Ordinance provides greater detail on Construction Mitigation Measures, particularly those related to tenant impacts, temporary housing relocation, and tenant notification requirements, to support better implementation and compliance.

ENVIRONMENTAL ASSESSMENT
The Ordinance has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA), the State CEQA Guidelines, and the environmental regulations of the City. Accordingly, it is recommended that the City Council find the Ordinance categorically except from CEQA pursuant to Section 15061(b)(3) of Title 14 of the California Code of Regulations.

FISCAL IMPACT
The costs of the consultant retained by the City to assist with the preparation of the updated code, new code books, and staff training are included in the Community Development Department's current budget. Staff anticipates no additional fiscal impact related to administering the new code.

Gregory Barton,
Fire Chief
Michael Forbes, AICP
Director of Community Development
Approved By Approved By
ATTACHMENT 1
1 ORDINANCE NO. 25-O_____

AN ORDINANCE OF THE CITY OF BEVERLY HILLS ADOPTING BY
REFERENCE THE 2025 CALIFORNIA BUILDING CODE; THE 2025
CALIFORNIA RESIDENTIAL CODE; THE 2025 CALIFORNIA ELECTRICAL CODE; THE 2025 CALIFORNIA MECHANICAL CODE; THE 2025 CALIFORNIA PLUMBING CODE; THE 2025 CALIFORNIA ENERGY CODE; THE 2025 CALIFORNIA FIRE CODE; THE 2025 CALIFORNIA WILDLAND-URBAN INTERFACE CODE; THE 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE; THE 2025 CALIFORNIA HISTORICAL BUILDING CODE; THE 2025 CALIFORNIA EXISTING BUILDING CODE; THE 2025 CALIFORNIA
REFERENCED STANDARDS CODE; THE 1997 UNIFORM HOUSING CODE; THE CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS; AND THE 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE; INCLUDING CERTAIN AMENDMENTS, ADDITIONS, AND DELETIONS; AMENDING TITLE 9 OF THE BEVERLY HILLS MUNICIPAL CODE; AND APPROVING A CEQA

EXEMPTION DETERMINATION

THE CITY COUNCIL OF THE CITY OF BEVERLY HILLS DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. Sections 9-1-104 and 9-1-105 A of Article 1 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are amended to read as follows:
“9-1-104: ORGANIZATION AND ENFORCEMENT:

A. Authority:

1. Building And Safety Division: There is hereby established in the city of Beverly Hills a Building And Safety Division ("Division") which shall be under the administrative and operational control of the building official.

2. General: The building official is hereby authorized and directed to enforce all the provisions of this code and to make all inspections pursuant to the provisions of each such code adopted and amended. For such purposes, the building official shall have the powers of a law enforcement officer.

The building official shall have the power to render interpretations of this code and to adopt and enforce rules and supplemental regulations in order to clarify the application of its provisions.

Such interpretations, rules, and regulations shall be in conformance with the intent and purpose of this code.

The building official shall classify every building or portion thereof into one of the occupancies set forth in this code according to its use or the character of its occupancy. 9-1-105: DUTIES AND POWERS OF BUILDING OFFICIAL:

A. Authority:

1. Creation Of Enforcement Agency: There is hereby established in this jurisdiction a code enforcement agency which shall be under the administrative and operational control of the building official.
2 2. Building Official: Whenever the term or title "administrative authority", "responsible official", "building official", "chief inspector", "code enforcement officer", “authority having jurisdiction” or other similar designation is used herein or in any of the technical codes, it shall be construed to mean the building official designated by the appointing authority of this jurisdiction.

3. Fire Official: Whenever the term or title "building official" or other similar designation is used herein, it shall be construed to mean the fire official as applicable in enforcing the administrative code as it pertains to the California fire code and California wildland-urban interface code.”
Section 2. Sections 9-1-108, paragraphs L, M, N, O, P and Q of Article 1 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby amended to read as follows:
“L. Construction Means And Method Plan Required:

1. When applying for a permit to alter, repair, or rehabilitate any multifamily residential apartment building that contains two or more dwelling units, the applicant shall indicate on a form furnished by the city building official with respect to each unit whether the unit is occupied by a tenant or the unit was occupied by a tenant at the time of an unplanned event, such as a fire, flood or earthquake (“unplanned event”), and the city building official or other authorized city official or public officer required the tenant to vacate the unit because the unplanned event impacted the habitability of the unit. In each case, the building is deemed to be tenant occupied.

2. If the multifamily residential apartment building is tenant occupied, and, as determined by the city building official, the condition of the property and/or the construction work impacts, or could impact, the habitability of any unit in the property, then prior to obtaining a permit to alter, repair, or rehabilitate the building, the applicant shall submit a construction means and method plan to the city building official that contains the information required by this section. The condition of the property or the construction work impacts, or could impact, unit habitability if any of the following conditions exist or may exist at the property for a period exceeding one working day:
a. Inadequate sanitation including, but not limited to, the following:
(1) Lack of, or improper water closet, lavatory, or bathtub or shower, (2) Lack of, or improper kitchen sink,
(3) Lack of hot and cold running water to plumbing fixtures, (4) Lack of adequate heating,
(5) Lack of, or improper operation of required ventilating equipment, (6) Lack of minimum amounts of natural light and ventilation required by the building code of the city of Beverly Hills,
(7) Lack of required electrical lighting,
(8) Dampness of habitable rooms,
(9) Lack of connection to a required sewage disposal system; b. Structural hazards including, but not limited to, the following:
3 (1) Deteriorated or inadequate foundations,
(2) Defective or deteriorated flooring or floor supports, (3) Any of the following structural features that are of insufficient size to carry imposed loads with safety: flooring or floor supports, members of walls, partitions, or other vertical supports, members of ceiling, roofs, ceiling and roof supports, or other horizontal members;
c. Wiring, plumbing, or electrical equipment that will no longer conform with all applicable laws in effect at the time of installation;
d. Faulty weather protection, including, but not limited to, the following: ineffective waterproofing of exterior walls, roof, foundations or floors, including broken windows or doors;
e. The building, premises, or portion thereof, device, apparatus, equipment, combustible waste or vegetation is in such a condition as to cause a fire or explosion or provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause; f. The building or portion thereof is an unsafe building as defined by the building code of the city of Beverly Hills;
g. The building, premises or portions thereof is not provided with adequate exit facilities as required by the building code and fire code of the city of Beverly Hills; h. The building or portions thereof is not provided with the fire resistive construction or fire extinguishing systems or equipment required by the building code of the city of Beverly Hills and the fire code of the city of Beverly Hills.

3. No permit shall be issued until a satisfactory construction means and method plan is approved by the city building official, if a construction means and method plan is required.

4. The approved construction means and method plan must be posted next to the permit in a conspicuous place at the property for the duration of the construction work and shall be exhibited to authorized representatives of the city, any public officer and any tenant of the building upon demand.

5. If a construction means and method plan was not required prior to permit issuance, the city building official shall require a construction means and method plan be submitted after construction work commenced, if the city building official determines that the construction work could impact the habitability of any unit on the property for a period exceeding one working day, given the manner in which the construction work is being undertaken. If the city building official requires a construction means and method plan, the requirements of this section shall apply, and the city building official may stop construction work until the requirements of this section have been met.

6. If the city building official determines that a construction means and method plan fails to adequately mitigate habitability impacts on the tenants for any reason, including, without limitation, a change in the scope of the construction work, the city building official shall require revisions to the construction means and method plan and may stop construction 4 work until the revised construction means and method plan is submitted to and approved by the city building official and the requirements of this section have been met.

M. Contents Of Construction Means And Method Plan: The construction means and method plan required by this section shall include the following information with respect to each tenant occupied unit:

1. A detailed description of the construction work and construction process, organized sequentially;

2. An explanation of the impact that the condition of the property and construction work has had and will have on the occupancy of the unit by the tenant;

3. The owner's plan to address the habitability impacts on the tenant created by the condition of the property and the construction work;

4. An assessment of whether the tenant will need to be temporarily relocated prior to or during any phase of the construction work. A tenant will need to be temporarily relocated if the condition of the property or construction work has rendered or will render the unit uninhabitable; and

5. A description of the construction mitigation measures the owner will implement to minimize the impacts of the construction work including, but not limited to, noise; dust; vibrations; utility shutoffs; the presence of construction materials and equipment; exposure to toxic or hazardous materials; and loss of parking, ingress and egress, and laundry facilities.

The mitigation measures must be appropriate to all of the stages of the construction work and comply with all applicable housing, health, and building and safety laws.

6. A construction means and method plan certification and a declaration signed under penalty of perjury that the information provided in the construction means and method plan is true and correct signed by the owner or the owner’s contractor, representative, or property manager, and the signature of the owner’s contractor attesting to the accuracy and completeness of the scope of the construction work and the construction related mitigation measures described in the construction means and method plan.

N. Relocation Benefits Required: If the construction means and method plan demonstrates, as determined by the city building official, that an unplanned event has required and will continue to require any tenant to be temporarily relocated, or with respect to a planned construction project, that the condition of the property or the construction work will require any tenant to be temporarily relocated for a period exceeding one working day, the owner shall provide fair and reasonable relocation benefits to each displaced tenant at the owner’s expense in accordance with the requirements of this section as follows:

1. A written mutual agreement between the owner and displaced tenant will be an acceptable method of complying with this section. The agreement must be provided to the city building official, but is not subject to city approval.

2. In the absence of a written mutual agreement with each displaced tenant, the applicant shall prepare and submit a relocation plan for approval by the city building official prior to issuance of a permit for the construction work that contains information sufficient to show 5 for each displaced tenant that has not entered into a mutual agreement with the owner that:
a. The relocation facility will be located within the city of Beverly Hills or within three (3) miles of the displaced tenant’s unit, unless the owner and tenant consent in writing to a different location.
b. To the extent reasonably feasible, the displaced tenant will be allowed to remain at the same relocation facility for the duration of the period of displacement; provided, however, that if a tenant was required to immediately relocate due to an unplanned event, the tenant may be required to move from a temporary accommodation, as defined in subparagraph 4. of this section, to a relocation facility. c. The relocation facility will provide an accommodation equal to the displaced tenant’s unit with respect to number of bedrooms, number and types of bathrooms (e.g. full), accessibility, laundry facilities, exercise facilities, balconies, kitchen, allowance for a pet(s) or alternate pet accommodation if the displaced tenant has a pet(s) allowed by the tenant’s lease or law, and parking.
d. Measures will be in place to protect the displaced tenant’s personal belongings on site or in a storage facility. If the tenant’s personal belongings will be stored on site, the owner must ensure that the tenant has reasonable access to their personal belongings during the period of displacement. If the displaced tenant’s personal belongings must be stored, the relocation plan shall identify a storage facility which will be provided by the owner. For the security of personal belongings, storage shall be independent from other displaced tenants’ personal belongings. The storage facility shall be licensed and bonded, adequate in size to store the displaced tenant’s personal belongings and located within the city of Beverly Hills or within four (4) miles of the displaced tenant’s unit, unless the owner and tenant consent in writing to a different location. The owner will pay the actual cost of a license and bonded mover to move the tenant’s personal belongings from the displaced tenant’s unit to the storage facility and from the storage facility back to the tenant’s unit. If the displaced tenant chooses to move their personal belongings themselves, the owner will pay the tenant’s reasonable moving costs upon the submission of an invoice by the tenant.
e. The owner will pay the actual cost of a mover to move the displaced tenant from the displaced tenant’s unit to the relocation facility and from the relocation facility back to the tenant’s unit. The mover shall be licensed and bonded. If the displaced tenant chooses to move themselves, the owner will pay the tenant’s reasonable moving costs upon the submission of an invoice by the tenant.
f. The owner will pay the displaced tenant’s actual and reasonable relocation expenses including, but not limited to, the expense for rent, which the owner shall guarantee and pay directly to the owner of the replacement unit, application fee, credit check, security deposit, utility deposit, and pet deposit, if applicable.

3. The city building official may require any other information that the city building official determines is reasonably necessary to ensure that fair and reasonable relocation benefits will be provided to the displaced tenant. The city building official may also modify or waive any of the relocation plan requirements.
6 4. If the city building official or other authorized city official or public officer requires any tenant to vacate their unit because an unplanned event impacted the habitability of their unit, the owner shall provide fair and reasonable relocation benefits to each displaced tenant within twenty-four (24) hours of when the tenant vacates the unit. A written mutual agreement between the owner and displaced tenant will be an acceptable method of complying with this requirement. In the absence of a mutual agreement, fair and reasonable relocation benefits shall include relocation to a temporary accommodation, which may be a hotel, motel or short-term rental located in the city of Beverly Hills or within three (3) miles of the displaced tenant’s unit, unless the owner and tenant consent in writing to a different location. The temporary accommodation must be safe and sanitary and physically accessible to the tenant. The owner must provide the displaced tenant at the owner’s expense all of the following:
(a) Reasonable compensation for meals, if the temporary accommodation lacks cooking facilities;
(b) Reasonable compensation for laundry, if the displaced tenant’s unit had laundry facilities inside the unit or at no charge within the building and the temporary accommodation lacks laundry facilities;
(c) Reasonable compensation for parking if the displaced tenant’s unit included a parking space(s) and the temporary accommodation lacks parking or charges for parking; and (d) Reasonable accommodation for a pet(s) that was permitted in the displaced tenant’s unit by the lease or by law if the temporary accommodation does not accept pets.

Priority shall be given to housing pets with their owners during the period of displacement if reasonably feasible.

5. If the city building official or other authorized city official or public officer requires any tenant to vacate their unit because an unplanned event impacted the habitability of their unit, the displaced tenant must provide the owner and the city with a method for the owner and city to communicate with the tenant, which may include by email, text message, or phone. Until such time as the displaced tenant provides this information, the owner may communicate with the tenant by posting notices on the door of the displaced tenant’s unit and at all entrances and exits to the building, if possible.

6. Unless otherwise agreed to by the owner and displaced tenant, the owner shall make payment for the expenses specified in subparagraph 4. of this paragraph N. directly to the temporary accommodation and to the pet accommodation facility, and all other compensation shall be paid directly to the displaced tenant, not less frequently than weekly upon the presentation of an invoice by the tenant.

7. The City Council may establish by resolution per diem rates for temporary accommodations provided pursuant to subparagraph 4. of this paragraph N., including parking, meal and laundry allowance and pet accommodations.

8. Notwithstanding the provisions of this paragraph N. that do not require a relocation plan unless a construction means and method plan has been submitted, if the displacement of any tenant is due to an unplanned event and is anticipated to last for more than thirty (30) 7 calendar days, the owner must submit a relocation plan pursuant to paragraph N. for approval by the city building official within thirty (30) calendar days of the unplanned event.

9. Notice of the relocation assistance and benefits to be provided and the estimated timing of displacement, if known, will be provided to all tenants who will be displaced or have been displaced due to an unplanned event, including an event requiring emergency repair work, as determined by the city building official, within twenty-four (24) hours of the event using the method of communication provided by the tenant, or if not provided, by posting notice on the door of the displaced tenant’s unit and at all entrances and exits to the building, if possible. The city building official may waive the notice required pursuant to this subparagraph, or the requirement to provide the notice within twenty-four (24) hours, if the city building official determines that providing such notice or providing it within twentyfour (24) hours is impractical.

O. Tenant Noticing Requirement:

1. Following the issuance of a permit for the alteration/repair/rehabilitation of any multifamily residential apartment building which required an applicant to prepare a construction means and method plan pursuant to this code, the applicant must notify all tenants, using a form approved by the city, that no work will commence under the permit until ten (10) calendar days after the notification. With respect to each tenant of the property, this notice shall either be hand delivered, sent by email to an email address provided by the tenant, or sent by certified mail, return receipt requested. Notwithstanding the foregoing, if an unplanned event required the tenants to vacate their units, the notice may provide that no work will commence under the permit until two (2) calendar days after the notification. The city building official may waive the notice required pursuant to this subparagraph when the owner demonstrates to the city building official that providing such notice is impractical in the circumstances.

2. The notice required by subparagraph 1. of this section shall contain the following information:
a. A detailed description of the nature and type of construction activity that will be undertaken;
b. Information regarding the scheduling of construction and the periods during which services such as laundry, parking, elevators, water and power, will be unavailable; c. A statement that the construction being undertaken at the property will not terminate the tenant's tenancy;
d. A statement informing the tenants of their right to seek mitigation from the owner to minimize the impacts of the construction work at the property, including, but not limited to, noise, dust, vibrations, utility shutoffs and other construction impacts; e. A statement informing tenants of their right to review and receive at no charge a copy of the construction means and method plan and any subsequent revisions to the means and method plan;
8 f. A statement informing tenants of their right to review and receive at no charge a copy of the relocation plan, if such plan was required, and any subsequent revisions to the relocation plan;
g. Information explaining how to contact the applicant, the owner, if the applicant is not the owner, and a designated project manager responsible for responding to tenant inquiries, complaints, and requests for mitigation of construction impacts; h. A statement informing tenants that they should immediately contact the city's building and safety division regarding any conditions at the property which they consider to be unsafe, in violation of the city's technical codes, or in violation of the applicant's construction means and method plan;
i. For construction projects that exceed thirty (30) calendar days in duration as measured from the date that construction commences, a statement that the applicant will provide twice monthly notices to the tenants and the city building official regarding the progress of construction; and
j. Any other information that the city building official determines is necessary due to the unique circumstances of the construction work.

3. In addition to the information required by this section, the tenant notification shall provide the following information if the project will require the temporary relocation of tenants:

A statement that the construction activity may require displacement, but that to the greatest extent practicable, no tenant lawfully occupying the property will be required to move without at least thirty (30) calendar days' written notice from the owner, unless the tenant already has been required to move due to the uninhabitable condition of the tenant’s unit, or unless the owner and tenant consent in writing to an earlier date.

4. When the date on which a displaced tenant’s unit will be available for reoccupancy is known, or as soon thereafter as possible, the owner shall provide written notice to the displaced tenant, on a form approved by the city, which notice shall provide the tenant a reasonable time to reoccupy the unit. With respect to each tenant of the property, this notice shall either be hand delivered, sent by email to an email address provided by the tenant, or sent by certified mail, return receipt requested. In the displaced tenant is occupying a temporary accommodation due to an unplanned event, the owner shall use the method of communication provided by the tenant, or if not provided, by posting notice on the door of the displaced tenant’s unit and at all entrances and exits to the building, if possible.

P. Security: Before receiving a permit for a project which requires an applicant to prepare a construction means and method plan pursuant to this section, the applicant shall furnish security to the city sufficient to ensure the timely and faithful performance of all work included within the scope of the permit and the payment of all relocation assistance necessitated by the temporary displacement of the tenants, if any. The city building official may exempt a project from the security requirements of this section if the city building official determines such security is unnecessary based on an analysis of the following factors: size of project, duration of project, potential for impact on tenant safety, and invasiveness of project. If required, cash bonds are acceptable forms of security.
9 Q. Compliance With Required Means And Method Plan and Relocation Plan:

1. General: No person shall alter, repair, or rehabilitate any multifamily residential apartment building that contains two or more dwelling units without complying with all conditions of any required construction means and method plan and relocation plan.

2. Owner's Responsibility: The owner is and shall remain responsible for any violation of the construction means and method plan or relocation plan regardless of the responsibility of any other person for the violation or any contract or agreement the owner entered into with a third party concerning the owner's property, the construction that necessitated the preparation of the construction means and method plan, or the relocation benefits necessitated by the relocation plan.”
Section 3. Sections 9-1-201 and 9-1-202 of Article 2 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of either section occurring prior to the effective date of this ordinance. New Sections 9-1-201 and 9-1-202 are hereby added to Article 2 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-201: ADOPTION OF CALIFORNIA BUILDING CODE: The 2025 edition of the California Building Code, excluding all appendices except I, J, and Q, is hereby adopted by reference, subject to the amendments set forth in Section 9-1-202.” “9-1-202: AMENDMENTS TO CALIFORNIA BUILDING CODE:

The California Building Code adopted pursuant to Section 9-1-201 is hereby amended as follows:

Section 1.1.1 of the California Building Code is amended to read as follows:

1.1.1 Title. These regulations shall be known as the California Building Code, may be cited as such and will be referred to herein as "this code." The California Building Code is Part 2 of thirteen parts of the official compilation and publication of the adoption, amendment and repeal of building regulations to the California Code of Regulations, Title 24, also referred to as the California Building Standards Code. This part incorporates by adoption the 2024 International Building Code of the International Code Council with necessary California amendments.

For the city of Beverly Hills, these regulations shall be known as the Beverly Hills Building Code.

The provisions contained in the California Building Code of the (compiled) California Building Standards Code as defined in section 18910, Health and Safety Code, may be cited as such and are referred to hereafter as "these regulations" or "these building standards" or "this code". These regulations shall also be collectively known as the "California Building Code" as amended by the Beverly Hills Municipal Code.

Section 502.1 of the California Building Code is amended to read as follows:
502.1 Address identification. New and existing buildings shall be provided with approved address numbers or letters. Each character shall be not less than 4 inches (102mm) in height for residential properties and a minimum of 6 inches high for non-residential properties and not less than 0.5 inch (12.7mm) in width. They shall be installed on a contrasting background, on private property, and be plainly visible from the street or road fronting the property. When required by the city building official or fire official, address numbers shall be provided in additional approved 10 locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained.

Address numbers shall also comply with the most current edition of the Beverly Hills Fire Department Premise Identification Standard 19-002.
502.1.1 Street Numbering. The following provisions shall be applicable to street numbering:

On the east-west axis, all numbers shall sequence, as much as practicable, with the contiguous east-west streets abutting Los Angeles city and county.

On the north-south axis, streets north of Wilshire Boulevard shall be designated with the prefix "North," and streets south of Wilshire Boulevard shall be designated with the prefix "South." Numbers on the northerly and westerly sides of all streets shall end in an odd digit, while numbers on the southerly and easterly sides shall end in an even digit.

The city building official shall designate street address numbers in the city. 502.1.2 Building Numbering Requirements. The entrances to all buildings from public streets shall have the numbers designated by the city building official conspicuously displayed near the entrance of the structure in a manner that is visible from the street or road. In commercial locations where vehicles can obstruct addressing due to curb side parking, numbers shall be placed a minimum height of eight feet (8') from the finished floor or as approved by the fire code official.

Structures which have access from a rear alley, in addition to the numbering required by this section, shall for purposes of emergency response, provide numbering and street identification which is clearly visible from the rear alley access in accordance with the following provisions:

1. The name of the street and street number as designated by the city building official shall be visible from the alley and located adjacent to the alley access to the structure.

2. The address markings shall be placed five (5') feet above the alley surface, with numbers four (4") inches in height and letters two (2") inches in height, and placed upon the structure, wall, fence, gate, or other appropriate surface so as to be clearly visible.

3. If any property owner shall fail to provide the address identification required by this subsection on the premises, the city may provide and affix such address identification markings at no cost to the property owner. Where identification markings are provided by the city, no person shall remove, deface, or modify such markings without the written authorization of the city building official.

4. When structure access doors are available from the alley or side street for a single tenant or occupant, the door shall be provided with address numbering and street name identification including unit numbers or letters in a manner approved by the city fire code official. 502.1.3 Diagram Required For Six Or More Dwelling Units. Where a building or building complex contains six (6) or more separate dwelling units, a description diagram indicating the identification pattern and location of each dwelling unit shall be posted in a conspicuous manner at the primary entrance of such building or buildings. This requirement of this section shall be included in any building plans submitted for plan check. 502.1.4 Prohibition Against Placing Numbers On Streets, Sidewalks, Or Curbs Or Displaying Improper Building Numbers. No person shall place, maintain, or cause any number, 11 figure, letter, carving, drawing, design, or other marking upon, or paint, any street, sidewalk, or curb in the city, except as authorized by the city. No person shall place, maintain, or display any address identification number other than as designated by the city building official.

Section 903.2 of the California Building Code is amended to read as follows:
903.2 Where required.

A. New Buildings. Approved automatic sprinkler systems in new buildings and structures shall be required for all occupancies, except detached storage sheds that are less than five hundred (500) square feet which do not store motor vehicles.

B. Existing Buildings. Approved automatic sprinkler systems shall be required in all existing buildings if: (i) additions, alterations or repairs are made within any twelve (12) month period which exceed fifty percent (50%) of the value of such existing building, (ii) an addition is constructed which exceeds fifty percent (50%) of the square footage of the existing building, or (iii) an addition of more than five thousand (5,000) square feet is constructed.

C. Specific Occupancies. Areas occupied by the following occupancies shall have an approved fire sprinkler system installed:
(1) Throughout all existing eating establishments having a floor area in excess of three thousand (3,000) square feet, including all related floor area including but not limited to food preparation and waiting areas.
(2) Throughout bowling alleys.
(3) Throughout public assembly occupancies having an occupant load of three hundred (300) or more persons. If such occupancies are located above the first floor, the floors below shall be provided with an automatic sprinkler system; provided further, public assembly occupancies of three hundred (300) or more persons placed in buildings existing prior to August 19, 1976, shall not be required to provide an automatic fireextinguishing system in floors below such occupancy. (4) Throughout hotels except those areas used exclusively for lodging. (5) Throughout retail sales rooms classified as group M and S occupancies if the floor area of all floors exceeds twelve thousand (12,000) square feet, and in group M and S retail sales and storage occupancies more than three (3) stories in height, and in group M and S occupancies, if such occupancies are located within the same building or structure as group R-l occupancies. The area of mezzanines shall be included in determining the areas where sprinklers are required.
(6) Nightclubs and discos in rooms primarily used for entertaining occupants who are drinking or dining and unseparated accessory uses where the total area of such unseparated rooms and assembly uses exceeds three thousand (3,000) square feet. For uses to be considered "separated," the separation shall be not less than is required for a one-hour occupancy separation.
(7) In every story or basement of all buildings if the floor area exceeds fifteen hundred (1,500) square feet and there is not provided at least twenty (20) square feet of opening entirely above the adjoining ground level in each 50 linear feet or fraction thereof of 12 exterior wall in the story or basement on at least one side of the building. Openings shall have a minimum dimension of not less than thirty (30) inches. Such openings shall be accessible to the fire department from the exterior and shall not be obstructed in a manner that firefighting or rescue cannot be accomplished from the exterior. When openings in a story are provided on only one side and the opposite wall of such story is more than seventy-five (75) feet from such openings, the story shall be provided with an approved automatic sprinkler system, or openings as specified above shall be provided on at least two sides of an exterior wall of the story.

D. Approved automatic sprinkler systems shall be required for new Ambulatory Health Care Facilities (as that term is defined herein) located in an existing building or portion thereof, and that are classified as a Business Group B or Institutional Group 1-2.1 occupancy.

Sections 903.2.1 through 903.2.10 of the California Building Code (and the subsections therein) are hereby deleted in their entirety, except 903.2.1.6.

Section 903.2.1.6 of the California Building Code is amended to read as follows:
[F] 903.2.1.6 Assembly occupancies on roofs. Where an occupied roof has an assembly occupancy with an occupant load exceeding 49 for Group A-2, and 300 for other Group A occupancies, all floors between the occupied roof and the level of exit discharge shall be equipped with an automatic sprinkler system in accordance with Section 903.3.1.1 .

Exception: Deleted.

Section 903.2.11 of the California Building Code is amended to read as follows:
903.2.11 Specific building areas and hazards. In all occupancies an automatic sprinkler system shall be installed for building design or hazards in the locations set forth in Section 903.2.11.2, and Sections 903.2.11.4 through 903.2.11.9
Sections 903.2.11.1, 903.2.11.1.1, 903.2.11.1.2, 903.2.11.1.3 and 903.2.11.3 of the California Building Code are hereby deleted in their entirety.

Section 903.2.11.7 is added to the California Building Code to read as follows:
903.2.11.7 Storage and use of nitrate film. An automatic sprinkler system shall be provided throughout all new and existing rooms where nitrate film is stored and handled.

Section 903.2.11.8 is added to the California Building Code to read as follows:
903.2.11.8 Fiber storage vaults. An automatic sprinkler system shall be provided in new and existing combustible fiber storage vaults as defined in the fire code.

Section 903.2.11.9 is added to the California Building Code to read as follows:
13 903.2.11.9 Bowling alleys. An automatic sprinkler system shall be provided throughout all new and existing bowling alleys.

Section 903.3.1.1.5 is added to the California Building Code to read as follows:
903.3.1.1.5 Backflow Assembly for NFPA 13 Systems. An approved backflow assembly Double Check Detector Assembly (DCDA), Double Check Valve Assembly (DCVA), or Reduced Pressure Zone (RPZ) shall be provided to all new or modified NFPA 13 systems.

Section 903.3.1.2 of the California Building Code is amended to read as follows:
903.3.1.2 NFPA 13R Sprinkler Systems. This section including subsections are deleted. NFPA 13R systems are not allowed in the City of Beverly Hills.

Sections 903.3.1.2.1, 903.3.1.2.2 and 903.3.1.2.3 of the California Building Code, are deleted.

Section 903.3.1.3.1 is added to the California Building Code to read as follows:
903.3.1.3.1 Double check valve. Two check valves are required to be installed to all new or modified NFPA 13D systems.

Section 903.3.1.3.2 is added to the California Building Code to read as follows:
903.3.1.3.2 Additional NFPA 13D Requirements. For new or modified fire sprinkler systems, each separate structure shall include the following:

1. Fire sprinkler riser assembly, including a main control valve, separate domestic valve, pressure gauge, water-flow switch and Identification signage.

2. Exterior Horn strobe located street facing on the address side at a minimum of 8 feet in height and unobstructed, or location approved by the fire code official

3. Sprinkler Box with spare sprinklers and wrench in an approved location." Section 903.3.1.3.3 is added to the California Building Code to read as follows:
903.3.1.3.3 GPM Test. A GPM test shall be required on all new NFPA 13D systems for structures 10,000 square feet or greater. Any existing NFPA 13D system with modifications, alterations or additions is subject to a GPM test as requested by the fire code official.

Section 903.3.10 of the California Building Code is amended to read as follows:
14 903.3.10 Floor Control Valves. Floor control valves, waterflow detection, and check valve assemblies shall be installed at each floor where any of the following occur:

1. Buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access.

2. Buildings that are three or more stories in height.

3. Buildings that are two or more stories below the highest level of fire department vehicle access.

Exception: Group R-3 & R-3.1 occupancies floor control valves waterflow detection assemblies shall not be required.

Section 903.3.11 is added to the California Building Code to read as follows:
903..3.11 Exterior Projections. Sprinklers shall be provided for exterior canopies, roofs, portecocheres, loading docks, balconies, decks and similar projections that exceed 4 feet to newly constructed or to modified existing sprinklered buildings.

Balconies and decks built onto a non-sprinklered structure that projects outward more than 4 feet of exterior wall of the floor immediately below the projection shall be sprinklered.

Section 903.4 of the California Building Code, excluding subsections, is amended to read as follows:
903.4 Sprinkler system supervision and alarms. All valves controlling the water supply for NFPA 13 and 13D automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all NFPA 13 and 13D sprinkler systems shall have all valves locked in the open position as required by the Fire Official and be electrically supervised by a listed fire alarm control unit. Where the combination of new and existing sprinkler systems totaling 6 sprinkler heads or more on one property are being modified or altered, the entire sprinkler system shall be monitored off-site by an approved Supervising Station (Central, Remote or Proprietary).

Exceptions:

1. New and existing sprinkler systems with a combined total of 5 heads or less on one property.

2. Electrical supervision of valves on 13D systems shall not be required.

Section 903.4.3 of the California Building Code is amended to read as follows:
15 903.4.3 Alarms. Approved interior audible and audible/visible devices shall be connected to every NFPA 13 and 13D automatic sprinkler system in approved location(s). Bells shall not be installed and existing bells shall be replaced when the system is modified unless approved by the fire code official.

One exterior approved audible and visible device, listed for outdoor use, shall be provided and connected to every NFPA 13 and 13D automatic sprinkler system. The device shall be located on the exterior of the building, a minimum of 8 feet from finished floor, free from obstructions, street facing and address side, or as approved by the fire code official. Structures not visible from the street shall require an additional exterior notification device as required by the fire code official.

Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Approved fire alarm notification appliances shall be provided throughout as required by the fire code official. Visible alarm notification appliances shall not be required except when required by this Section and Section 907.5.2.

Section 905.12 is added to the California Building Code to read as follows:
905.12 Existing buildings. Existing structures with occupied floors located 3 or more stories above or below the lowest level of fire department access shall be equipped with standpipes installed in accordance with section 905. The standpipes shall have an approved fire department connection with hose connections at each floor level above or below the lowest level of fire department access. The fire code official is authorized to approve the installation of manual standpipe systems to achieve compliance with this section where the responding fire department is capable of providing the required hose flow at the highest standpipe outlet.

Section 907.2.11 of the California Building Code is amended to read as follows:
907.2.11 Single- and Multiple-Station Smoke alarms. Listed single- and multiple-station smoke alarms complying with UL 217 for all new and existing R-occupancies shall be installed as described in Sections 907.2.11 and NFPA 72.

Section 907.2.11.5 of the California Building Code is amended to read as follows:
907.2.11.5 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.

When low-voltage systems are required, the fire official may require additional sounder bases installed. Low voltage systems shall be installed per NFPA 72 fire alarm system requirements.

Exceptions:
16 1. Interconnection is not required in buildings which are not undergoing alterations, repairs or construction of any kind.

Section 907.2.11.6 of the California Building Code is amended to read as follows:
907.2.11.6 Power source. In existing construction, new construction, and in newly classified group R occupancies, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

Exception: Smoke alarms are not required to be equipped with battery backup where they are connected to an emergency electrical system that complies with California Fire Code Section 1203.

Section 907.5 of the California Building Code is amended to read as follows:
907.5 Occupant Notification Systems. A fire alarm system and sprinkler monitoring system shall annunciate at the fire alarm control unit and shall initiate occupant notification upon activation, in accordance with Sections 907.5.1 through 907.5.2.5, and 907.5.2.6. Where a fire alarm system and fire monitoring system is required by another section of this code, it shall be activated by:

1. Automatic fire detectors.

2. Automatic sprinkler system waterflow devices.

3. Manual fire alarm boxes.

4. Automatic fire-extinguishing systems.

Exception: Where notification systems are allowed elsewhere in Section 907 to annunciate at a constantly attended location.

Section 907.5.1.2 is added to the California Building Code to read as follows:
907.5.1.2 Redundant Fire Alarm Systems. Each fire sprinkler system shall have only one fire alarm panel which will be accessible to the fire department at all times. Redundant fire alarm panels shall be removed unless otherwise approved by the AHJ.

Section 907.5.2.6 is added to the California Building Code to read as follows:
907.5.2.6 Additional Notifications Appliance Location. Approved audible and visible or visible devices shall be connected to every new or modified NFPA 13D automatic sprinkler system in an 17 approved location(s). Visible alarm notification appliances shall be provided in all occupied rooms where ambient noise impairs hearing of the fire alarm including but not limited to residential home theaters, gyms, indoor activity rooms other rooms with similar uses that can impair notification.

Section 907.6.3.1 of the California Building Code is amended to read as follows:
907.6.3.1 Annunciation. The initiating device status shall be annunciated only at the following approved locations by fire code official; near main entrance, lobby, fire control room, staffed security station or additional units with different addresses from reporting panel. Additional annunciator panels can be required at other locations per the fire code official.

Section 1008.2 of the California Building Code, excluding subsections, is amended to read as follows:
1008.2 Illumination required. The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied.

Exceptions:

1. Not adopted

2. Not adopted

3. Aisle accessways in Group A

4. Dwelling units and sleeping units in Groups R-1, R-2 and R-3.

5. Sleeping Units in Group I, R-2.1 and R-4 occupancies Section 1008.3 of the California Building Code is amended to read as follows:
1008.3 Illumination required by an emergency electrical system. An emergency electrical system shall be provided to automatically illuminate the following areas in the event of a power supply failure:

1. In rooms or spaces that require two or more exits or access to exits:

1.1 Aisles

1.2 Corridors

1.3 Exit access stairways and ramps

1.4 Parking structures
18 2. In buildings that require two or more exits or access to exits:

2.1 Interior exit access stairways and ramps

2.2 Interior and exterior exit stairways and ramps

2.3 Exit passageways

2.4 Vestibules and areas on the level of discharge used for exit discharge in accordance with Section 1028.2

2.5 Exterior landings as required by Section 1010.1.5 for exit doorways that lead directly to the exit discharge.

2.6 Group I-2 exit discharge stairways, ramps, aisles, walkways and escalators leading to a public way or to a safe dispersal area in accordance with Section 1028.5.

3. In other rooms and spaces:

3.1 Electrical equipment rooms

3.2 Fire command centers

3.3 Fire pump rooms

3.4 Generator rooms

3.5 Public restrooms with an area greater than 300 square feet (27.87 m2 )

4. Group I-2 exit discharge stairways, ramps, aisles, walkways and escalators leading to a public way or to a safe dispersal area in accordance with Section 1028.5 Section 1010.2.11.1 of the California Building Code is amended to read as follows:
1010.2.11.1 Access-controlled elevator lobby doors in mid-rise and high-rise buildings. When approved by the fire official, the entrance doors within an elevator lobby in a means of egress of midrise and high-rise buildings serving offices that are equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and an approved automatic smoke detection system installed in accordance with Section 907, are permitted to be equipped with an approved entrance and egress access control system which shall be installed in accordance with all of the following criteria:

1. The building is provided throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

2. A smoke detector is installed on the ceiling on the tenant side of the elevator lobby doors along the centerline of the door opening, not less than 1 foot and not more than 5 feet from the door opening, and is connected to the fire alarm system.

3. A remote master switch capable of unlocking the elevator lobby doors shall be provided in the fire command center for use by the fire department.

4. Locks for the elevator lobby shall be U.L. and California State Fire Marshall listed fail-safe type locking mechanisms. The locking device shall automatically release on activation of any fire alarm device on the floor of alarm (waterflow, smoke detector, manual pull stations, etc.) All locking devices shall unlock, but not unlatch, upon activation.

5. A two-way voice communication systems, utilizing dedicated lines, shall be provided from each locked elevator lobby to the 24-hour staffed location on site, annunciated as to location. Operating instructions shall be posted above each two-way communication device.
19 Exception: When approved by the fire chief, two-way voice communication system to an off-site facility may be permitted where means to remotely unlock the access controlled doors from the off-site facility are provided.

When permission has been granted for the use of an off-site facility, the property manager is responsible to inform, coordinate, and ensure all tenants within the building(s) are served by the same off-site facility.

6. An approved momentary mushroom-shaped palm button connected to the doors and installed adjacent to each locked elevator lobby door shall be provided to release the door locks when operated by an individual in the elevator lobby. The locks shall be reset manually at the door. Mount palm button so that the center line is 48 inches above the finished floor.

Provide a sign stating:

IN CASE OF EMERGENCY, PUSH PALM
BUTTON. DOOR WILL UNLOCK AND
SECURITY ALARM WILL SOUND.

PROCEED TO EXIT.

The sign lettering shall be 3/4-inch high letters by 1/8-inch width stroke on a contrasting background.

7. Loss of power to that part of the access control system which locks the doors shall automatically unlock the doors.

Section 1023.9 of the California Building Code is amended to read as follows:
1023.9 Stairway identification signs. A sign shall be provided at each floor landing in an interior exit stairway and ramp connecting more than two stories designating the floor level, the terminus of the top and bottom of the interior exit stairway and ramp and the identification of the stair or ramp. The signage shall also state the story of, and the direction to, the exit discharge and the availability of roof access from the interior exit stairway and ramp for the fire department. The sign shall be located 5 feet (1524 mm) above the floor landing in a position that is readily visible when the doors are in the open and closed positions. Signs shall be installed on the interior of the stairways on each floor and on the exterior door of each stair door at the ground level, to identify each stair landing and indicate the upper and lower termination of the stairway. Floor level identifications and markings shall remain consistent throughout the entire property or building including, but not limited to lobbies, hallways, parking levels, and basement levels. Additional signage for interior stairway or ramps shall be arranged and marked to make direction of egress to the public way readily available.

In addition to the stairway identification sign, raised character and Braille floor identification signs that comply with Chapter 11A, Section 1143A, or Chapter 11B shall be located at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall 20 include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters.

Section 1023.9.1 of the California Building Code is amended to read as follows:
1023.9.1 Signage requirements. Stairway identification signs shall comply with all of the following requirements:

1. The signs shall be a minimum size of 18 inches (457 mm) by 12 inches (305 mm).

2. The letters designating the identification of the interior exit stairway and ramp shall be a minimum of 1-1/2 inches (38 mm) in height.

3. The number designating the floor level shall be a minimum of 5 inches (127 mm) in height with 3/4-inch (19 mm) strokes and located in the center of the sign. The mezzanine levels shall have the letter "M" preceding the floor level. Basement levels shall have the letter "B" preceding the floor number.

4. All other lettering and numbers shall be a minimum of 1 inch (25 mm) in height.

5. The stairway's upper terminus, such as ROOF ACCESS or NO ROOF ACCESS, shall be placed under the stairway identification in 1-inch-high (25 mm) block lettering with 1/4-inch (6 mm) strokes.

6. The lower and upper terminus of the stairway shall be placed at the bottom of the sign in 1-inch-high (25mm) block lettering with 1/4 inch (6 mm) strokes.

7. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background or dark characters on a light background.

8. When signs required by Section 1023.9 are installed in interior exit enclosures of buildings subject to Section 1025, the signs shall be made of the same materials as required by Section 1025.4.

9. Signs shall also be installed on the exterior of all ground level stairway doors.

Section 1505.1 of the California Building Code is amended to read as follows:
1505.1 General. Except as otherwise provided in this section, roof coverings or roof assemblies on any structure regulated by this code shall be a fire-retardant roof covering or roof assembly that is listed as a Class A assembly in accordance with ASTM E 108 or UL 790. In addition, no wood shall be used as a roof covering material. Noncombustible non-wood roof coverings may be applied in accordance with the manufacturer's requirements in lieu of a fire-retardant roofing assembly.

Exception: Roof repairs of less than 10 percent of the total roof area on existing structures in any one-year period may be repaired with a roof covering that meets the same fire retardant standard as the existing roof.
21 Sections 1505.1.1 and 1505.1.2 of the California Building Code are hereby deleted.

Section 1505.1.5 is added to the California Building Code to read as follows:
1505.1.5 Class A roof covering requirement. Notwithstanding any other requirement of the Beverly Hills Municipal Code, no later than July 1, 2014, all wood roof coverings in the City of Beverly Hills shall be either: (1) fire retardant Class A; or (2) treated with a fire retardant spray in accordance with Sections 1505.1.6, 1505.1.7 and 1505.1.8.

Exceptions:

1. Demolition or renovation permit. Property owners with a non-Class A wood roof that, as of July 1, 2014, have applied for or possess a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof, shall have until December 31, 2014 to commence such demolition or renovation and remove the nonClass A wood roof; provided however, that such property owner shall submit a signed affidavit, on a form provided by the City, representing that the non-Class A wood roof will be removed by December 31, 2014.

2. Qualified Historical Building or Property. A Qualified Historical Building or Property, as defined in the California Historical Building Code adopted by reference into the Beverly Hills Municipal Code, shall comply with the requirements set forth in the California Historical Building Code, as adopted and amended by the City of Beverly Hills.

Section 1505.1.6 is added to the California Building Code to read as follows:
1505.1.6 Fire retardant spray for non-Class A wood roofs. If a fire retardant spray is applied on a non-Class A wood roof pursuant to Section 1505.1.5 above, such fire retardant spray shall comply with the current standards of the California State Fire Marshal, including but not limited to ASTM E-84, NFPA 255 and UL 723, and shall be applied by a California licensed contractor, or other qualified applicator. The property owner and certified applicator shall submit a signed affidavit on a form provided by the City indicating the manufacturer's recommended effectiveness period and the certified applicator's warranty period. The fire retardant spray shall be repeated before the end of the manufacturer's recommended effectiveness period or the certified applicator's certification warranty, whichever is shorter; provided, however, that the fire retardant spray need not be repeated if, before the end of the manufacturer's recommended effectiveness period or certified applicator's warranty period, whichever is earlier, a property owner has applied for or possesses a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof, and commences such demolition or renovation and removes the non-Class A wood roof within 180 days from the expiration of such effectiveness or warranty period; provided further however, that the property owner shall submit a signed affidavit, on a form provided by the City, representing that such property owner is not repeating the fire retardant spray because the non-Class A wood roof will be removed within 180 days from the expiration of the manufacturer's recommended effectiveness period or certified applicator's warranty period, whichever is earlier, of the existing spray. 22 Section 1505.1.7 is added to the California Building Code to read as follows:
1505.1.7 Permits required. No fire retardant spray shall be applied on a non-Class A wood roof within the City without first obtaining a permit from the City. There will be no charge for such permit, which shall remain valid for the term of the manufacturer's recommended effectiveness period or the certified applicator's certification warranty, whichever is shorter. The permit shall state the name of the certified applicator, the approved fire retardant spray material and the permit expiration date. Before a property owner repeats the fire retardant spray in accordance with Section 1505.1.6, such property owner shall renew the permit obtained pursuant to this section.

Section 1505.1.8 is added to the California Building Code to read as follows:
1505.1.8 Replacement of non-Class A wood roofs upon sale or transfer. Notwithstanding Section 1505.1.5 of the Beverly Hills Municipal Code, effective July 1, 2014, all existing non-Class A wood roofs shall be replaced with a fire retardant Class A non-wood roof before the sale or transfer of such property for monetary consideration.

Exceptions:

1. Buyer assumes responsibility, if the Seller and the Buyer agree that the Buyer shall assume responsibility to replace the wood roof and an application for a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof will be submitted, and such demolition or renovation will commence, and such non-Class A wood roof will be removed, within 180 days from the date of title transfer, then the nonClass A wood roof need not be replaced before the sale or transfer of such property, but shall be removed by the Buyer within the 180 day period from the date of title transfer; provided further, that the Seller and Buyer of such property shall submit a signed affidavit, on a form provided by the City, representing that the Buyer will remove the non-Class A wood roof within 180 days from the date of title transfer.

Section 1511.11 is added to the California Building Code to read as follows:

Section 1511.11 Roof Top Equipment Enclosures. Operating equipment, including associated ducting, located on the roof of a building shall be enclosed so as to be shielded from view in a horizontal plane or lower and so as to comply with the noise abatement provisions of Chapter 1 of Title 5 of the Beverly Hills Municipal Code. The enclosure finish shall match that of the building exterior walls. Enclosures on buildings with non-residential uses shall be of non-combustible, opaque material.

Section 1613.8 is added to the California Building Code to read as follows:
23 1613.8 Amendments to ASCE 7. The provisions of Section 1613.8 shall be permitted as an amendment to the relevant provisions of ASCE 7.

Section 1613.8.1 is added to the California Building Code to read as follows:
1613.8.1 Values for Vertical Combinations. Modify ASCE 7 Section 12.2.3.1 Exception 3 as follows:

3. Detached one- and two-family dwellings up to two stories in height of light frame construction.

Section 1613.8.2 is added to the California Building Code to read as follows:
1613.8.2 Wood Diaphragms. Modify ASCE 7 Section 12.11.2.2.3 as follows:

12.11.2.2.3 Wood Diaphragms. The anchorage of concrete or masonry structural walls to wood diaphragms shall be in accordance with AWC SDPWS 4.1.5.1 and this section.

Continuous ties required by this section shall be in addition to the diaphragm sheathing.

Anchorage shall not be accomplished by use of toenails or nails subject to withdrawal, nor shall wood ledgers or framing be used in cross-grain bending or cross-grain tension. The diaphragm sheathing shall not be considered effective for providing the ties or struts required by this section.”
For structures assigned to Seismic Design Category D, E or F, wood diaphragms supporting concrete or masonry walls shall comply with the following:

1. The spacing of continuous ties shall not exceed 40 feet. Added chords of diaphragms may be used to form subdiaphragms to transmit the anchorage forces to the main continuous crossties.

2. The maximum diaphragm shear used to determine the depth of the subdiaphragm shall not exceed 75% of the maximum diaphragm shear.

Section 1613.8.3 is added to the California Building Code to read as follows:
1613.8.3 Structural Separation. Modify ASCE 7 Section 12.12.2 as follows:

12.12.2 Structural Separation. All portions of the structure shall be designed and constructed to act as an integral unit in resisting seismic forces unless separated structurally by a distance sufficient to avoid damaging contact as set forth in this section.

Separations shall allow for the Design Earthquake Displacements, δDE, as determined in accordance with Section 12.8.6 and Equation 12.8-16, as modified below:
24 𝛿𝛿𝐷𝐷𝐷𝐷 = 𝐶𝐶𝑑𝑑𝛿𝛿𝑒𝑒
𝐼𝐼𝑒𝑒
+ 𝛿𝛿𝑑𝑑𝑑𝑑 (12.8.-16)
𝛿𝛿DE: The total seismic design displacement at level
𝐶𝐶𝑑𝑑: The deflection amplification factor, which can be found in Table 12.2-1 of ASCE 7-22. 𝛿𝛿 ,: The elastic displacement at level 𝑥𝑥 from the design earthquake forces.

𝐼𝐼 : The seismic importance factor.
𝛿𝛿 : The displacement caused by diaphragm deformation at level Adjacent structures on the same property shall be separated by at least δSS, determined as Where δDE1 and δDE2 are the Design Earthquake Displacements of the adjacent structures at their adjacent edges. Where a structure adjoins a property line not common to a public way, the structure shall be set back from the property line by at least the displacement δDE of that structure.

EXCEPTION: Smaller separations or property line setbacks are permitted where justified by rational analysis based on inelastic response to design ground motions.

Section 1613.9 is added to the California Building Code to read as follows:
1613.9 Seismic Design Provisions for Hillside Buildings. 1613.9.1 Purpose. The purpose of this section is to establish minimum regulations for the design and construction of new buildings and additions to existing buildings when constructing such buildings on or into slopes steeper than one unit vertical in three units horizontal (33.3%). These regulations establish minimum standards for seismic force resistance to reduce the risk of injury or loss of life in the event of earthquakes.
1613.9.2 Scope. The provisions of this section shall apply to the design of the lateral-forceresisting system for hillside buildings at and below the base level diaphragm. The design of the lateral-force-resisting system above the base level diaphragm shall be in accordance with the provisions for seismic and wind design as required elsewhere in this division.

Exception: Non-habitable accessory buildings and decks not supporting or supported from the main building are exempt from these regulations.
1613.9.3 Definitions. For the purposes of this section certain terms are defined as follows:

BASE LEVEL DIAPHRAGM is the floor at, or closest to, the top of the highest level of the foundation.
25 DIAPHRAGM ANCHORS are assemblies that connect a diaphragm to the adjacent foundation at the uphill diaphragm edge.

DOWNHILL DIRECTION is the descending direction of the slope approximately perpendicular to the slope contours.

FOUNDATION is concrete or masonry which supports a building, including footings, stem walls, retaining walls, and grade beams.

FOUNDATION EXTENDING IN THE DOWNHILL DIRECTION is a foundation running downhill and approximately perpendicular to the uphill foundation.

HILLSIDE BUILDING is any building or portion thereof constructed on or into a slope steeper than one unit vertical in three units horizontal (33.3%). If only a portion of the building is supported on or into the slope, these regulations apply to the entire building.

PRIMARY ANCHORS are diaphragm anchors designed for and providing a direct connection as described in Sections 1613.9.5 and 1613.9.7.3 between the diaphragm and the uphill foundation.

SECONDARY ANCHORS are diaphragm anchors designed for and providing a redundant diaphragm to foundation connection, as described in Sections 1613.9.6 and 1613.9.7.4 UPHILL DIAPHRAGM EDGE is the edge of the diaphragm adjacent and closest to the highest ground level at the perimeter of the diaphragm.

UPHILL FOUNDATION is the foundation parallel and closest to the uphill diaphragm edge. 1613.9.4 Analysis and Design.
1613.9.4.1 General. Every hillside building within the scope of this section shall be analyzed, designed, and constructed in accordance with the provisions of this division.

When the code-prescribed wind design produces greater effects, the wind design shall govern, but detailing requirements and limitations prescribed in this and referenced sections shall be followed.
1613.9.4.2 Base Level Diaphragm-Downhill Direction. The following provisions shall apply to the seismic analysis and design of the connections for the base level diaphragm in the downhill direction.
1613.9.4.2.1 Base for Lateral Force Design Defined. For seismic forces acting in the downhill direction, the base of the building shall be the floor at or closest to the top of the highest level of the foundation.
1613.9.4.2.2 Base Shear. In developing the base shear for seismic design, the response modification coefficient (R) shall not exceed 5 for bearing wall and building frame systems.

The total base shear shall include the forces tributary to the base level diaphragm including forces from the base level diaphragm.
26 1613.9.5 Base Shear Resistance-Primary Anchors.
1613.9.5.1 General. The base shear in the downhill direction shall be resisted through primary anchors from diaphragm struts provided in the base level diaphragm to the foundation.
1613.9.5.2 Location of Primary Anchors. A primary anchor and diaphragm strut shall be provided in line with each foundation extending in the downhill direction. Primary anchors and diaphragm struts shall also be provided where interior vertical lateral-forceresisting elements occur above and in contact with the base level diaphragm. The spacing of primary anchors and diaphragm struts or collectors shall in no case exceed 30 feet (9144 mm).
1613.9.5.3 Design of Primary Anchors and Diaphragm Struts. Primary anchors and diaphragm struts shall be designed in accordance with the requirements of Section 1613.9.8.
1613.9.5.4 Limitations. The following lateral-force-resisting elements shall not be designed to resist seismic forces below the base level diaphragm in the downhill direction:

1. Wood structural panel wall sheathing,

2. Cement plaster and lath,

3. Gypsum wallboard, and

4. Tension only braced frames.

Braced frames designed in accordance with the requirements of Section 2206.2.1.2 may be used to transfer forces from the primary anchors and diaphragm struts to the foundation provided lateral forces do not induce flexural stresses in any member of the frame or in the diaphragm struts. Deflections of frames shall account for the variation in slope of diagonal members when the frame is not rectangular. 1613.9.6 Base Shear Resistance-Secondary Anchors.
1613.6.6.1 1613.9.6.1 General. In addition to the primary anchors required by Section 1613.9.5, the base shear in the downhill direction shall be resisted through secondary anchors in the uphill foundation connected to diaphragm struts in the base level diaphragm.

Exception: Secondary anchors are not required where foundations extending in the downhill direction spaced at not more than 30 feet (9144 mm) on center extend up to and are directly connected to the base level diaphragm for at least 70% of the diaphragm depth.
1613.9.6.2 Secondary Anchor Capacity and Spacing. Secondary anchors at the base level diaphragm shall be designed for a minimum force equal to the base shear, including forces tributary to the base level diaphragm, but not less than 600 pounds per lineal foot (8.76 kN/m) based on Allowable Stress Design (ASD) levels. The secondary anchors shall 27 be uniformly distributed along the uphill diaphragm edge and shall be spaced a maximum of 4 feet (1219 mm) on center.
1613.9.6.3 Design. Secondary anchors and diaphragm struts shall be designed in accordance with Section 1613.9.8.
1613.9.7 Diaphragms Below the Base Level-Downhill Direction. The following provisions shall apply to the lateral analysis and design of the connections for all diaphragms below the base level diaphragm in the downhill direction.
1613.9.7.1 Diaphragm Defined. Every floor level below the base level diaphragm shall be designed as a diaphragm.
1613.9.7.2 Design Force. Each diaphragm below the base level diaphragm shall be designed for all tributary loads at that level using a minimum seismic force factor not less than the base shear coefficient.
1613.9.7.3 Design Force Resistance-Primary Anchors. The design force described in Section 1613.9.7.2 shall be resisted through primary anchors from diaphragm struts provided in each diaphragm to the foundation. Primary anchors shall be provided and designed in accordance with the requirements and limitations of Section 1613.9.5. 1613.9.7.4 Design Force Resistance-Secondary Anchors.
1613.9.7.4.1 General. In addition to the primary anchors required in Section 1613.9.7.3, the design force in the downhill direction shall be resisted through secondary anchors in the uphill foundation connected to diaphragm struts in each diaphragm below the base level.

Exception: Secondary anchors are not required where foundations extending in the downhill direction, spaced at not more than 30 feet (9144 mm) on center, extend up to and are directly connected to each diaphragm below the base level for at least 70% of the diaphragm depth.
1613.9.7.4.2 Secondary Anchor Capacity. Secondary anchors at each diaphragm below the base level diaphragm shall be designed for a minimum force equal to the design force but not less than 300 pounds per lineal foot (4.38 kN/m) based on Allowable Stress Design (ASD) levels. The secondary anchors shall be uniformly distributed along the uphill diaphragm edge and shall be spaced a maximum of 4 feet (1219 mm) on center.
1613.9.7.4.3 Design. Secondary anchors and diaphragm struts shall be designed in accordance with Section 1613.9.8.
1613.9.8 Primary and Secondary Anchorage and Diaphragm Strut Design. Primary and secondary anchors and diaphragm struts shall be designed in accordance with the following provisions:

1. Fasteners. All bolted fasteners used to develop connections to wood members shall be provided with square plate washers at all bolt heads and nuts. Washers shall be minimum 0.229 inch by 3 inches by 3 inches (5.82 mm by 76 mm by 76 mm) in size. 28 Nuts shall be tightened to finger tight plus one half (1/2) wrench turn prior to covering the framing.

2. Fastening. The diaphragm to foundation anchorage shall not be accomplished by the use of toenailing, nails subject to withdrawal, or wood in cross-grain bending or crossgrain tension.

3. Size of Wood Members. Wood diaphragm struts collectors, and other wood members connected to primary anchors shall not be less than 3 inch (76 mm) nominal width.

The effects of eccentricity on wood members shall be evaluated as required per Item

9. 4. Design. Primary and secondary anchorage, including diaphragm struts, splices, and collectors shall be designed for 125% of the tributary force.

5. Allowable Stress Increase. The one-third allowable stress increase permitted under Section 1605.2 shall not be taken when the working (allowable) stress design method is used.

6. Steel Element of Structural Wall Anchorage System. The strength design forces for steel elements of the structural wall anchorage system, with the exception of anchor bolts and reinforcing steel, shall be increased by 1.4 times the forces otherwise required.

7. Primary Anchors. The load path for primary anchors and diaphragm struts shall be fully developed into the diaphragm and into the foundation. The foundation must be shown to be adequate to resist the concentrated loads from the primary anchors.

8. Secondary Anchors. The load path for secondary anchors and diaphragm struts shall be fully developed in the diaphragm but need not be developed beyond the connection to the foundation.

9. Symmetry. All lateral force foundation anchorage and diaphragm strut connections shall be symmetrical. Eccentric connections may be permitted when demonstrated by calculation or tests that all components of force have been provided for in the structural analysis or tests.

10. Wood Ledgers. Wood ledgers shall not be used to resist cross-grain bending or crossgrain tension. 1613.9.9 Lateral-Force-Resisting Elements Normal to the Downhill Direction. 1613.9.9.1 General. In the direction normal to the downhill direction, lateral-force-resisting elements shall be designed in accordance with the requirements of this section. 1613.9.9.2 Base Shear. In developing the base shear for seismic design, the response modification coefficient (R) shall not exceed 5 for bearing wall and building frame systems. 1613.9.9.3 Vertical Distribution of Seismic Forces. For seismic forces acting normal to the downhill direction the distribution of seismic forces over the height of the building using 29 Section 12.8.3 of ASCE 7 shall be determined using the height measured from the top of the lowest level of the building foundation.
1613.9.9.4 Drift Limitations. The story drift below the base level diaphragm shall not exceed 0.007 times the story height at strength design force level. The total drift from the base level diaphragm to the top of the foundation shall not exceed 3/4 inch (19 mm).

Where the story height or the height from the base level diaphragm to the top of the foundation varies because of a stepped footing or story offset, the height shall be measured from the average height of the top of the foundation. The story drift shall not be reduced by the effect of horizontal diaphragm stiffness. 1613.9.9.5 Distribution of Lateral Forces.
1613.9.9.5.1 General. The design lateral force shall be distributed to lateral-forceresisting elements of varying heights in accordance with the stiffness of each individual element.
1613.9.9.5.2 Wood Structural Panel Sheathed Walls. The stiffness of a stepped wood structural panel shear wall may be determined by dividing the wall into adjacent rectangular elements, subject to the same top of wall deflection.

Deflections of shear walls may be estimated by AWC SDPWS Section 4.3.42.

Sheathing and fastening requirements for the stiffest section shall be used for the entire wall. Each section of wall shall be anchored for shear and uplift at each step.

The minimum horizontal length of a step shall be 8 feet (2438 mm) and the maximum vertical height of a step shall be 2 feet 8 inches (813 mm). 1613.9.9.5.3 Reinforced Concrete or Masonry Shear Walls. Reinforced concrete or masonry shear walls shall have forces distributed in proportion to the rigidity of each section of the wall.
1613.9.9.6 Limitations. The following lateral force-resisting-elements shall not be designed to resist lateral forces below the base level diaphragm in the direction normal to the downhill direction:

1. Cement plaster and lath

2. Gypsum wallboard, and

3. Tension-only braced frames.

Braced frames designed in accordance with the requirements of Section 2202.2.1.2 of this Code may be designed as lateral-force-resisting elements in the direction normal to the downhill direction, provided lateral forces do not induce flexural stresses in any member of the frame. Deflections of frames shall account for the variation in slope of diagonal members when the frame is not rectangular.
30 1613.9.10 Specific Design Provisions.
1613.9.10.1 Footings and Grade Beams. All footings and grade beams shall comply with the following:

1. Grade beams shall extend at least 12 inches (305 mm) below the lowest adjacent grade and provide a minimum 24 inch (610 mm) distance horizontally from the bottom outside face of the grade beam to the face of the descending slope.

2. Continuous footings shall be reinforced with at least two No. 4 reinforcing bars at the top and two No. 4 reinforcing bars at the bottom.

3. All main footing and grade beam reinforcement steel shall be bent into the intersecting footing and fully developed around each corner and intersection.

4. All concrete stem walls shall extend from the foundation and reinforced as required for concrete or masonry walls.
1613.9.10.2 Protection Against Decay and Termites. All wood to earth separation shall comply with the following:

1. Where a footing or grade beam extends across a descending slope, the stem wall, grade beam, or footing shall extend up to a minimum 18 inches (457 mm) above the highest adjacent grade.

Exception: At paved garage and doorway entrances to the building, the stem wall need only extend to the finished concrete slab, provided the wood framing is protected with a moisture proof barrier.

2. Wood ledgers supporting a vertical load of more than 100 pounds per lineal foot (1.46 kN/m) based on Allowable Stress Design (ASD) levels and located within 48 inches (1219 mm) of adjacent grade are prohibited. Galvanized steel ledgers and anchor bolts, with or without wood nailers, or treated or decay resistant sill plates supported on a concrete or masonry seat, may be used.
1613.9.10.3 Sill Plates. All sill plates and anchorage shall comply with the following:

1. All wood framed walls, including nonbearing walls, when resting on a footing, foundation, or grade beam stem wall, shall be supported on wood sill plates bearing on a level surface.

2. Power-driven fasteners shall not be used to anchor sill plates except at interior nonbearing walls not designed as shear walls.
1613.9.10.4 Column Base Plate Anchorage. The base of isolated wood posts (not framed into a stud wall) supporting a vertical load of 4,000 pounds (17.8 kN) based on Allowable Stress Design (ASD) levels or more and the base plate for a steel column shall comply with the following:

1. When the post or column is supported on a pedestal extending above the top of a footing or grade beam, the pedestal shall be designed and reinforced as required for concrete or masonry columns. The pedestal shall be reinforced with a minimum of four 31 No. 4 bars extending to the bottom of the footing or grade beam. The top of exterior pedestals shall be sloped for positive drainage.
2, The base plate anchor bolts or the embedded portion of the post base, and the vertical reinforcing bars for the pedestal, shall be confined with two No. 4 or three No. 3 ties within the top 5 inches (127 mm) of the concrete or masonry pedestal. The base plate anchor bolts shall be embedded a minimum of 20 bolt diameters into the concrete or masonry pedestal. The base plate anchor bolts and post bases shall be galvanized and each anchor bolt shall have at least 2 galvanized nuts above the base plate. 1613.9.10.5 Steel Beam to Column Supports. All steel beam to column supports shall be positively braced in each direction. Steel beams shall have stiffener plates installed on each side of the beam web at the column. The stiffener plates shall be welded to each beam flange and the beam web. Each brace connection or structural member shall consist of at least two 5/8 inch (15.9 mm) diameter machine bolts.” Section 1613.10 is added to the California Building Code to read as follows:
1613.10 Suspended ceilings. Minimum design and installation standards for suspended ceilings shall be determined in accordance with the requirements of Section 2506.2.1 of this Code and this section.
1613.10.1 Scope. This part contains special requirements for suspended ceilings and lighting systems. Provisions of Section 13.5.6 of ASCE 7 shall apply except as modified herein.
1613.10.2 General. The suspended ceilings and lighting systems shall be limited to 6 feet (1828 mm) below the structural deck unless the lateral bracing is designed by a licensed engineer or architect.
1613.10.3 Sprinkler heads. All sprinkler heads (drops) except fire-resistance-rated floor/ceiling or roof/ceiling assemblies, shall be designed to allow for free movement of the sprinkler pipes with oversize rings, sleeves or adaptors through the ceiling tile. Sprinkler heads and other penetrations shall have a 2 inch (50mm) oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1 inch (25mm) in all horizontal directions. Alternatively, a swing joint that can accommodate 1 inch (25 mm) of ceiling movement in all horizontal directions is permitted to be provided at the top of the sprinkler head extension.

Sprinkler heads penetrating fire-resistance-rated floor/ceiling or roof/ceiling assemblies shall comply with Section 714 of this Code.
1613.10.4 Special requirements for means of egress. Suspended ceiling assemblies located along means of egress serving an occupant load of 30 or more shall comply with the following provisions.
1613.10.4.1 General. Ceiling suspension systems shall be connected and braced with vertical hangers attached directly to the structural deck along the means of egress serving 32 an occupant load of 30 or more and at lobbies accessory to Group A Occupancies.

Spacing of vertical hangers shall not exceed 2 feet (610 mm) on center along the entire length of the suspended ceiling assembly located along the means of egress or at the lobby.
1613.10.4.2 Assembly device. All lay-in panels shall be secured to the suspension ceiling assembly with two hold-down clips minimum for each tile within a 4-foot (1219 mm) radius of the exit lights and exit signs.
1613.10.4.3 Emergency systems. Independent supports and braces shall be provided for light fixtures required for exit illumination. Power supply for exit illumination shall comply with the requirements of Section 1008.3 of this Code. 1613.10.4.4 Supports for appendage. Separate support from the structural deck shall be provided for all appendages such as light fixtures, air diffusers, exit signs, and similar elements.

Section 1704.6 of the California Building Code, excluding subsections, is amended to read as follows:
1704.6 Structural observations. Where required by the provisions of Section 1704.6.1, the owner or the owner's authorized agent shall employ a structural observer to perform structural observations. Structural observation does not include or waive the responsibility for the inspections in Section 9-1-111 or the special inspections in Section 1705 or other section of this code. The structural observer shall be one of the following individuals:

1. The registered design professional responsible for the structural design, or

2. A registered design professional designated by the registered design professional responsible for the structural design.

Prior to the commencement of observations, the structural observer shall submit to the building official a written statement identifying the frequency and extent of structural observations.

The owner or owner's authorized agent shall coordinate and call a preconstruction meeting between the structural observer, contractors, affected subcontractors and special inspectors. The structural observer shall preside over the meeting. The purpose of the meeting shall be to identify the major structural elements and connections that affect the vertical and lateral load resisting systems of the structure and to review scheduling of the required observations. A record of the meeting shall be included in the report submitted to the Building Official.

Observed deficiencies shall be reported in writing to the owner or owner's authorized agent, special inspector, contractor and the Building Official. Upon the form prescribed by the Building Official, the structural observer shall submit to the Building Official a written statement at each significant construction stage stating that the site visits have been made and identifying any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the Building Official. 33 Section 1704.6.1 of the California Building Code is amended to read as follows:
1704.6.1 Structural observations for structures. Structural observations shall be provided for those structures where one or more of the following conditions exist:

1. The structure is classified as Risk Category III or IV.

2. The structure is a high-rise building.

3. A lateral design is required for the structure or portion thereof.

Exception: One-story wood framed Group R-3 and Group U Occupancies less than 2,000 square feet in area, provided the adjacent grade is not steeper than 1 unit vertical in 10 units horizontal (10% sloped) assigned to Seismic Design Category D.

4. Such observation is required by the registered design professional responsible for the structural design.

5. Such observation is specifically required by the building official.

Section 1705.3 of the California Building Code, excluding subsections, is amended to read as follows:
1705.3 Concrete construction. Special inspections and tests for concrete construction shall be performed in accordance with this section and Table 1705.3.

Exceptions: Special inspections and tests shall not be required for:

1. Isolated spread concrete footings of buildings three stories or less above grade plane that are fully supported on earth or rock, where the structural design of the footing is based on a specified compressive strength, f'c, not more than 2,500 pounds per square inch (psi) (17.2 Mpa) regardless of the compressive strength specified in the construction documents or used in the footing construction.

2. Continuous concrete footings supporting walls of buildings three stories or less above grade plane that are fully supported on earth or rock where:

1. The footings support walls of light-frame construction;

2. The footings are designed in accordance with Table 1809.7; or

3. The structural design of the footing is based on a specified compressive strength, f'c, not more than 2,500 pounds per square inch (psi) (17.2 Mpa), regardless of the compressive strength specified in the construction documents or used in the footing construction.
34 3. Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 Mpa).

4. Not adopted.

5. Concrete patios, driveways and sidewalks, on grade.

Section 1705.13 of the California Building Code, excluding subsections, is amended to read as follows:
1705.13 Special inspections for seismic resistance. Special inspections for seismic resistance shall be required as specified in Sections 1705.13.1 through 1705.13.9, unless exempted by the exceptions of Section 1704.2.

Exception: The special inspections specified in Sections 1705.13.1 through 1705.13.9 are not required for structures designed and constructed in accordance with one of the following:

1. The structure consists of light-frame construction; the design spectral response acceleration at short periods, SDS, as determined in ASCE 7 Section 11.4.4 does not exceed 0.5; and the building height of the structure does not exceed 35 feet (10668 mm)

2. The seismic force-resisting system of the structure consists of reinforced masonry or reinforced concrete; the design spectral response acceleration at short periods, SDS, as determined in Section ASCE 7 Section 11.4.4 does not exceed

0.5; and the building height of the structure does not exceed 25 feet (7620 mm)

3. The structure is a detached one- or two-family dwelling not exceeding two stories above grade plane, is not assigned to Seismic Design Category D, E or F and does not have any of the following horizontal or vertical irregularities in accordance with Section 12.3 of ASCE 7:

3.1 Torsional or extreme torsional irregularity.

3.2 Nonparallel systems irregularity.

3.3 Stiffness-soft story or stiffness-extreme soft story irregularity.

3.4 Discontinuity in lateral strength-weak story irregularity. 35 Section 1707.1 of the California Building Code, is amended to read as follows:
1707.1 General.

In the absence of approved rules or other approved standards, the building official shall make, or cause to be made, the necessary tests and investigations; or the building official shall accept duly authenticated reports from approved agencies in respect to the quality and manner of use of new materials or assemblies as provided for in BHMC 9-1-105. The cost of all tests and other investigations required under the provisions of this code shall be borne by the owner or the owner’s authorized agent.

Section 1803.2 of the California Building Code is amended to read as follows:
1803.2 Investigations required. Geotechnical investigations shall be conducted in accordance with Sections 1803.3 through 1803.5.

All proposed development of habitable structures for four or more units and all commercial properties shall complete an appropriate "standard-of-practice" geological investigation in accordance with the guidelines stipulated by the Building Official to ensure that active faults do not underlie the site or, if present, are appropriately mitigated by avoidance (structural setbacks).

Exception: The building official shall be permitted to waive the requirement for a geotechnical investigation where satisfactory data from adjacent areas is available that demonstrates an investigation is not necessary for any of the conditions in section 1803.5.1 through 1803.5.6 and Sections 1803.5.10 and 1803.5.11.

Section 1807.1.4 of the California Building Code is deleted.

Section 1807.1.6 of the California Building Code, excluding subsections, is amended to read as follows:
1807.1.6 Prescriptive design of concrete and masonry foundation walls. Concrete and masonry foundation walls that are laterally supported at the top and bottom shall be permitted to be designed and constructed in accordance with this section. Prescriptive design of foundation walls shall not be used for structures assigned to Seismic Design Category D, E or F.

Section 1807.2 of the California Building Code, excluding subsections, is amended to read as follows:
1807.2 Retaining walls. Retaining walls shall be designed in accordance with Section 1807.2.1 through 1807.2.5. Retaining walls assigned to Seismic Design Category D, E or F shall not be partially or wholly constructed of wood.

Section 1807.3.1 of the California Building Code is amended to read as follows:
1807.3.1 Limitations. The design procedures outlined in this section are subject to the following limitations:

1. The frictional resistance for structural walls and slabs on silts and clays shall be limited to one-half of the normal force imposed on the soils by the weight of the footing or slab. 36 2. Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster, masonry or concrete unless bracing is provided that develops the limited deflection required.

Wood poles shall be treated in accordance with AWPA U1 for sawn timber posts (Commodity Specification A, Use Category 4B) and for round timber posts (Commodity Specification B, Use Category 4B). Wood poles and posts embedded in direct contact with soil shall not be used for structures assigned to Seismic Design Category D, E or F.

Exception: Wood poles and posts embedded in direct contact with soil may be used to support nonhabitable, nonoccupiable structures such as fences when approved by the building official.

Section 1809.3 of the California Building Code is amended to read as follows:
1809.3 Stepped footings. The top surface of footings shall be level. The bottom surface of footings shall be permitted to have a slope not exceeding one unit vertical in 10 units horizontal (10-percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units horizontal (10-percent slope).

For structures assigned to Seismic Design Category D, E or F, the stepping requirement shall also apply to the top surface of grade beams supporting walls. Footings shall be reinforced with four No. 4 bars. Two bars shall be place at the top and bottom of the footings as shown in Figure 1809.3.
37 FIGURE 1809.3 STEPPED FOUNDATIONS
Section 1809.7 and Table 1809.7 of the California Building Code are amended to read as follows:
1809.7 Prescriptive footings for light-frame construction. Where a specific design is not provided, concrete or masonry-unit footings supporting walls of light-frame construction shall be permitted to be designed in accordance with Table 1809.7. Light-frame construction using prescriptive footings in Table 1809.7 shall not exceed one story above grade plane for structures assigned to Seismic Design Category D, E or F.
38 TABLE 1809.7
PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e

NUMBER OF FLOORS SUPPORTED BY THE
FOOTINGf

WIDTH OF FOOTING
(inches)

THICKNESS
OF

FOOTING
(inches)
1 12 6
2 15 6
3 18 8g
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm
a. Depth of footings shall be in accordance with Section 1809.4. b. The ground under the floor shall be permitted to be excavated to the elevation of the top of the footing.
c. Not Adopted.
d. See Section 1905 for additional requirements for concrete footings of structures assigned to Seismic Design Category C, D, E or F.
e. For thickness of foundation walls, see Section 1807.1.6. f. Footings shall be permitted to support a roof addition to the stipulated number of floors.

Footings supporting roof only shall be as required for supporting one floor. g. Not Adopted.

Section 1809.12 of the California Building Code is hereby deleted.

Section 1810.1.4 of the California Building Code is amended to read as follows:
1810.1.4 Special types of deep foundations. The use of types of deep foundation elements not specifically mentioned herein is permitted, subject to the approval of the building official, upon the submission of acceptable test data, calculations and other information relating to the structural properties and load capacity of such elements. The allowable stresses for materials shall not in any case exceed the limitations specified herein. Driven piles or vibratory driving deep foundations elements are not permitted without permission from the Building Official.

Section 1810.3.2.4 of the California Building Code, excluding subsections, is amended to read as follows:
39 1810.3.2.4 Timber. Timber deep foundation elements shall be designed as piles or poles in accordance with ANSI/AWC NDS. Round timber elements shall conform to ASTM D 25. Sawn timber elements shall conform to DOC PS-20. Timber shall not be used in structures assigned to Seismic Design Category D, E or F.

Section 1905.6.1 of the California Building Code is amended to read as follows:
1905.6.1 Seismic Design Categories A and B
Detached one- and two-family dwellings three stories or less in height and constructed with studbearing walls are permitted to have plain concrete footings with at least two continuous longitudinal reinforcing bars. Bars shall not be smaller than No. 4 and shall have a total area of not less than 0.002 times the gross cross-sectional area of the footing. A minimum of one bar shall be provided at the top and bottom of the footing. Continuity of reinforcement shall be provided at corners and intersections
Section 1905.6.2 of the California Building Code is amended to read as follows:
1905.6.2 Seismic design categories C, D, E and F.

Structures assigned to Seismic Design Category C, D, E or F shall not have elements of structural plain concrete, except as follows:

1. Concrete used for fill with a minimum cement content of two (2) sacks of Portland cement or cementitious material per cubic yard.

2. Isolated footings of plain concrete supporting pedestals or columns are permitted, provided the projection of the footing beyond the face of the supported member does not exceed the footing thickness.

3. Plain concrete footings supporting walls are permitted provided the footings have at least two continuous longitudinal reinforcing bars. Bars shall not be smaller than No. 4 and shall have a total area of not less than 0.002 times the gross cross-sectional area of the footing. A minimum of one bar shall be provided at the top and bottom of the footing. Continuity of reinforcement shall be provided at corners and intersections.

Section 1905.8 is added to the California Building Code to read as follows:
1905.8 Modify ACI 318, Section 18.7.5, by adding Section 18.7.5.8 and 18.7.5.9 as follows:

18.7.5.8 Where the calculated point of contraflexure is not within the middle half of the member clear height, provide transverse reinforcement as specified in ACI 318 Sections 18.7.5.1, Items (a) through (c), over the full height of the member.

18.7.5.9 – At any section where the design strength, ϕPn, of the column is less than the sum of the shears Ve computed in accordance with ACI 318 Sections 18.7.6.1 and 18.6.5.1 for all the beams framing into the column above the level under consideration, transverse reinforcement as specified in ACI 318 Sections 18.7.5.1 through 18.7.5.3 shall be provided. For beams 40 framing into opposite sides of the column, the moment components are permitted to be assumed to be of opposite sign. For the determination of the design strength, ϕ Pn, of the column, these moments are permitted to be assumed to result from the deformation of the frame in any one principal axis.

Section 1905.9 is added to the California Building Code to read as follows:
1905.9 Modify ACI 318, Section 18.10.4, by adding Section 18.10.4.7 as follows:

18.10.4.7 – Walls and portions of walls with Pu > 0.35Po shall not be considered to contribute to the calculated shear strength of the structure for resisting earthquake-induced forces. Such walls shall conform to the requirements of ACI 318 Section 18.14.

Section 1905.10 is added to the California Building Code to read as follows:
1905.10 ACI 318, Section 18.12.6. Modify ACI 318, by adding Section 18.12.6.2 as follows:

18.12.6.2 Collector and boundary elements in topping slabs placed over precast floor and roof elements shall not be less than 3 inches (76 mm) or 6 db in thickness, where db is the diameter of the largest reinforcement in the topping slab.”
Section 2304.10.2 of the California Building Code, excluding subsections, is amended to read as follows:
2304.10.2 Fastener requirements. Connections for wood members shall be designed in accordance with the appropriate methodology in Section 2302.1. The number and size of fasteners connecting wood members shall not be less than that set forth in Table 2304.10.2.

Staple fasteners in Table 2304.10.2 shall not be used to resist or transfer seismic forces in structures assigned to Seismic Design Category D, E or F.

Exception: Staples may be used to resist or transfer seismic forces when the allowable shear values are substantiated by cyclic testing and approved by the building official.

Section 2304.10.3.1 of the California Building Code is added to read as follows:
2304.10.3.1 Quality of nails. In Seismic Design Category D, E or F, mechanically driven nails used in wood structural panel shear walls shall meet the same dimensions as that required for hand-driven nails, including diameter, minimum length and minimum head diameter. Clipped head or box nails are not permitted in new construction. The allowable design value for clipped head nails in existing construction may be taken at no more than the nail-head-area ratio of that of the same size hand-driven nails.
41 Section 2304.12.2.8 of the California Building Code is amended to read as follows:
2304.12.2.8 Wood used in retaining walls and cribs. Wood installed in retaining or crib walls shall be preservative treated in accordance with AWPA U1 for soil and fresh water use. Wood shall not be used in retaining or crib walls for structures assigned to Seismic Design Category D, E or F.

Section 2305.4 is added to the California Building Code to read as follows:
2305.4 Hold-down connectors. In Seismic Design Category D, E or F, hold-down connectors shall be designed to resist shear wall overturning moments using approved cyclic load values or 75 percent of the allowable seismic load values that do not consider cyclic loading of the product.

Connector bolts into wood framing shall require steel plate washers on the post on the opposite side of the anchorage device. Plate size shall be a minimum of 0.229 inch by 3 inches by 3 inches (5.82 mm by 76 mm by 76 mm) in size. Hold-down connectors shall be tightened to finger tight plus one half (1/2) wrench turn just prior to covering the wall framing.

Section 2306.2 of the California Building Code, excluding subsections, is amended to read as follows:
2306.2 Wood-frame diaphragms. Wood-frame diaphragms shall be designed and constructed in accordance with AWC SDPWS. Where panels are fastened to framing members with staples, requirements and limitations of AWC SDPWS shall be met and the allowable shear values set forth in Table 2306.2(1) or 2306.2(2) shall only be permitted for structures assigned to Seismic Design Category A, B, or C.

Exception: Allowable shear values where panels are fastened to framing members with staples may be used if such values are substantiated by cyclic testing and approved by the building official.

The allowable shear values in Tables 2306.2(1) and 2306.2(2) are permitted to be increased 40 percent for wind design.

Wood structural panel diaphragms used to resist seismic forces in structures assigned to Seismic Design Category D, E or F shall be applied directly to the framing members.

Exception: Wood structural panel diaphragms are permitted to be fastened over solid lumber planking or laminated decking, provided the panel joints and lumber planking or laminated decking joints do not coincide.

Section 2306.3 of the California Building Code is amended to read as follows:
2306.3 Wood-frame shear walls. Wood-frame shear walls shall be designed and constructed in accordance with AWC SDPWS. For structures assigned to Seismic Design Category D, E, or F, application of Tables 4.3A and 4.3B of AWC SDPWS shall include the following:
42 1. Wood structural panel thickness for shear walls shall not be less than 3/8-inch thick and studs shall not be spaced at more than 16 inches on center.

2. The maximum nominal unit shear capacities for 3/8-inch wood structural panels resisting seismic forces in structures assigned to Seismic Design Category D, E or F is 400 pounds per linear foot (plf).

Exception: Other nominal unit shear capacities may be permitted if such values are substantiated by cyclic testing and approved by the building official.

3. Nails shall be placed not less than 1/2-inch in from the panel edges and not less than 3/8 inch from the edge of the connecting members for shear greater than 350 plf using ASD or 500 plf using LRFD. Nails shall be placed not less than 3/8 inch from panel edges and not less than 1/4 inch from the edge of the connecting members for shears of 350 plf or less using ASD or 500 plf or less using LRFD.

For structures assigned to Seismic Design Category D, E or F, application of Table 4.3B of ANSI/AWC SDPWS shall not be allowed.

For structures assigned to Seismic Design Category D, E or F application of Table 4.3C of ANSI/AWC SDPWS shall not be used below the top level in a multi-level building.

Where panels are fastened to framing members with staples, requirements and limitations of AWC SDPWS shall be met and the allowable shear values set forth in Table 2306.3(1), 2306.3(2) or 2306.3(3) shall only be permitted for structures assigned to Seismic Design Category A, B, or C.

Exception: Allowable shear values where panels are fastened to framing members with staples may be used if such values are substantiated by cyclic testing and approved by the building official.

The allowable shear values in Tables 2306.3(1) and 2306.3(2) are permitted to be increased 40 percent for wind design. Panels complying with ANSI/APA PRP-210 shall be permitted to use design values for Plywood Siding in the AWC SDPWS.

Section 2307.2 is added to the California Building Code to read as follows:
2307.2 Wood-frame shear walls. Wood-frame shear walls shall be designed and constructed in accordance with Section 2306.3 as applicable
43 Table 2308.10.1 of the California Building Code is amended to read as follows:

TABLE 2308.10.1
WALL BRACING REQUIREMENTSa

SEISMIC
DESIGN

CATEGORY
STORY

CONDITION
(SEE SECTI
ON 2308.2)

MAXIMUM

SPACING
OF
BRACED
WALL
LINES

BRACED PANEL LOCATION, SPACING
(O.C.) AND MINIMUM PERCENTAGE (X) MAXIMUM

DISTANCE OF

BRACED WALL

PANELS FROM

EACH END OF

BRACED WALL
LINE
Bracing methodb

LIB DWB, WSP

SFB, PBS,

PCP,HPS,
GBc, d
A and B
35′ - 0″
Each
end and
≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.
12′- 6″
35′- 0″
Each
end and
≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.
12′- 6″
35′- 0″ NP
Each end
and ≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.
12′- 6″
C
35′- 0″ NP
Each end
and ≤ 25′- 0″
o.c.

Each end
and ≤ 25′- 0″
o.c.
12′- 6″
35′- 0″ NP
Each end
and ≤ 25′- 0″
o.c.
(minimum
25% of wall
length)e
Each end
and ≤ 25′- 0″
o.c.
(minimum
25% of wall
length)e
12′- 6″
D and E f,g,h
25′- 0″ NP
SDS < 0.50:

Each end
and ≤ 25′- 0″
o.c.
(minimum
21% of wall
length)e
SDS < 0.50:

Each end
and ≤ 25′- 0″
o.c.
(minimum
43% of wall
length)e
8′- 0″

0.5 ≤ SDS <

0.75: Each
end and ≤
25′- 0″ o.c.

0.5 ≤ SDS<

0.75: Each
end and ≤
25′- 0″ o.c.
44 (minimum
32% of wall
length)e
(minimum
59% of wall
length)e

0.75 ≤ SDS ≤

1.00: Each
end and ≤
25′- 0″ o.c.
(minimum
37% of wall
length)e

0.75 ≤ SDS ≤

1.00: Each
end and ≤
25′- 0″ o.c.
(minimum
75% of wall
length)
SDS > 1.00:

Each end
and ≤ 25′- 0″
o.c.
(minimum
48% of wall
length)e
SDS > 1.00:

Each end
and ≤ 25′- 0″
o.c.
(minimum
100% of wall
length)e
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.

NP = Not Permitted.
a. This table specifies minimum requirements for braced wall panels along interior or exterior braced wall lines.
b. See Section 2308.10.3 for full description of bracing methods. c. For Method GB, gypsum wallboard applied to framing supports that are spaced at 16 inches on center.
d. The required lengths shall be doubled for gypsum board applied to only one face of a braced wall panel.
e. Percentage shown represents the minimum amount of bracing required along the building length (or wall length if the structure has an irregular shape). f. DWB, SFB, PBS, and HPS wall braces are not permitted in Seismic Design Categories D and E
g. Minimum length of panel bracing of one face of the wall for WSP sheathing shall be at least 4’-0” long or both faces of the wall for GB or PCP sheathing shall be at least 8’-0” long; h/w ratio shall not exceed 2:1. Wall framing to which sheathing is used for bracing is applied shall be nominal 2 inch wide factual 1 ½ inch (38 mm) or larger members and spaced a maximum of 16” on center. Braced wall panel construction types shall not be mixed within a braced wall line.
h. WSP sheathing shall be a minimum of 15/32” thick nailed with 8d common placed 3/8 inches from panel edges and spaced not more than 6 inches on center and 12 inches on center along intermediate framing members.
45 Sections 2308.10.5, 2308.10.5.1, 2308.10.5.2, Figure 2308.10.5.1, and Figure 2308.10.5.2 of the California Building Code are amended to read as follows:
2308.10.5 Alternative bracing. An alternate braced wall (ABW) or a portal frame with hold-downs (PFH) described in this section is permitted to substitute for a 48-inch (1219 mm) braced wall panel of Method DWB, WSP, SFB, PBS, PCP or HPS. For Method GB, each 96-inch (2438 mm) section (applied to one face) or 48-inch (1219 mm) section (applied to both faces) or portion thereof required by Table 2308.10.1 is permitted to be replaced by one panel constructed in accordance with Method ABW or PFH.
2308.10.5.1 Alternate braced wall (ABW). An ABW shall be constructed in accordance with this section and Figure 2308.10.5.1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/8-inch (3.2 mm) minimumthickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 2304.10.2 and blocked at wood structural panel edges. For structures assigned to Seismic Design Category D or E, each panel shall be sheathed on one face with 15/32-inch-minimum-thickness (11.9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports. Two anchor bolts installed in accordance with Section 2308.7.1 shall be provided in each panel. Anchor bolts shall be placed at each panel outside quarter points.

Each panel end stud shall have a hold-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (8006 N). The holddown device shall be installed in accordance with the manufacturer's recommendations.

The ABW shall be supported directly on a foundation or on floor framing supported directly on a foundation that is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous footing is permitted at door openings in the braced wall line. This continuous footing shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 24 inches (610 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line.

Where the ABW is installed at the first story of two-story buildings, the wood structural panel sheathing shall be provided on both faces, three anchor bolts shall be placed at one-quarter points and tie-down device uplift capacity shall be not less than 3,000 pounds (13 344 N).
46 FIGURE 2308.10.5.1 – ALTERNATE BRACED WALL PANEL (ABW) 2308.10.5.2 Portal frame with hold-downs (PFH). A PFH shall be constructed in accordance with this section and Figure 2308.10.5.2. The adjacent door or window opening shall have a full-length header.

In one-story buildings, each panel shall have a length of not less than 16 inches (406 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8-inch (9.5 mm) minimum-thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure 2308.10.5.2. For structures assigned to Seismic Design Category D or E, each panel shall be sheathed on one face with 15/32-inch-minimum-thickness (11.9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports and in accordance with Figure 2308.10.5.2. The wood structural panel sheathing shall extend up over the solid sawn or glued-laminated header and shall be nailed in accordance with Figure 2308.10.5.2. A built-up header consisting of at least two 2-inch by 12-inch (51 mm by 305 mm) boards, fastened in accordance with Item 24 of Table 2304.10.2 shall be permitted to be used. A spacer, if used, shall be placed on the side of the built-up beam opposite the wood structural panel sheathing. The header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not less than 6 feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1,000 pounds (4,400 N) shall fasten the header to the inner studs opposite the sheathing. One anchor bolt not less than 5/8 inch (15.9 mm) diameter and installed in accordance with Section 2308.7.1 shall be provided in the center of each sill plate. The studs at each end of the panel shall have a hold-down device fastened to the foundation with an uplift capacity of not less than 3,500 pounds (15,570 N).

Where a panel is located on one side of the opening, the header shall extend between the inside face of the first full-length stud of the panel and the bearing studs at the other end 47 of the opening. A strap with an uplift capacity of not less than 1,000 pounds (4400 N) shall fasten the header to the bearing studs. The bearing studs shall also have a hold-down device fastened to the foundation with an uplift capacity of not less than 1,000 pounds (4400 N). The hold-down devices shall be an embedded strap type, installed in accordance with the manufacturer's recommendations. The PFH panels shall be supported directly on a foundation that is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous footing is permitted at door openings in the braced wall line. This continuous footing shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped not less than 24 inches (610 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line.

Where a PFH is installed at the first story of two-story buildings, each panel shall have a length of not less than 24 inches (610 mm)
FIGURE 2308.10.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
48 Section 2308.10.8.1 of the California Building Code is amended to read as follows:
2308.10.8.1 Foundation requirements. Braced wall lines shall be supported by continuous foundations.

Exception: For structures with a maximum plan dimension not more than 50 feet (15240 mm), continuous foundations are required at exterior walls only for structures assigned to Seismic Design Category A, B, or C.

For structures in Seismic Design Categories D and E, exterior braced wall panels shall be in the same plane vertically with the foundation or the portion of the structure containing the offset shall be designed in accordance with accepted engineering practice and Section 2308.3.

Section 2308.10.9 of the California Building Code is amended to read as follows:
2308.10.9 Attachment of sheathing. Fastening of braced wall panel sheathing shall not be less than that prescribed in Tables 2308.10.1 or 2304.10.2. Wall sheathing shall not be attached to framing members by adhesives. Staple fasteners in Table 2304.10.2 shall not be used to resist or transfer seismic forces in structures assigned to Seismic Design Category D, E or F.

Exception: Staples may be used to resist or transfer seismic forces when the allowable shear values are substantiated by cyclic testing and approved by the building official.

All braced wall panels shall extend to the roof sheathing and shall be attached to parallel roof rafters or blocking above with framing clips (18 gauge minimum) spaced at maximum 24 inches (6096 mm) on center with four 8d nails per leg (total eight 8d nails per clip). Braced wall panels shall be laterally braced at each top corner and at maximum 24 inches (6096 mm) intervals along the top plate of discontinuous vertical framing.

Section 3007.6.1 of the California Building Code is amended to read as follows:
3007.6.1 Access to interior exit stairway or ramp
The enclosed fire service access elevator lobby shall have direct access from the enclosed elevator lobby to a smokeproof enclosure with an interior exit stairway or ramp complying with Section 909.20.

Exception: Access to a smokeproof enclosure with an interior exit stairway or ramp shall be permitted to be through a protected path of travel that has a level of fire protection not less than the elevator lobby enclosure. The wall and floor/ceiling assemblies of the protected path shall comply with the requirements of Section 3007.6.2 and doors opening into the protected path shall comply with the requirements of Section 3007.6.3. The protected path shall be separated from the enclosed elevator lobby through an opening protected by a smoke and draft control assembly in accordance Section 716.2.2.1.
49 Section 3103.1 of the California Building Code excluding subsections is amended to read as follows:
3103.1 General.

The provisions of Sections 3103.1 through 3103.8 shall apply to structures erected for a period of less than 180 days. Temporary structures erected for a longer period of time and publicoccupancy temporary structures shall comply with applicable sections of this code.

Exceptions:

1. Public-occupancy temporary structures complying with Section 3103.1.1 shall be permitted to remain in service for 180 days or more but not more than 1 year where approved by the building official.

2. Not Adopted

3. Unless otherwise authorized by the city building official, no tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city in excess of ten (10) days.

The requirements of Section 3115 shall apply to all tents, awnings, canopies or similar structures of cloth or pliable material.

Section 3103.1.1 of the California Building Code is amended to read as follows:
3103.1.1 Extended period of service time.

Public-occupancy temporary structures shall be permitted to remain in service for 180 days or more without complying with requirements in this code for new building or structures where extensions for up to 1 year are granted by the Building Official in accordance with BHMC 9-1-107 and where the following conditions are satisfied:

1. Additional inspections as determined by the building official shall be performed by a qualified person to verify that site conditions and the approved installation comply with the conditions of approval at the time of final inspection.

2. A qualified person shall perform follow-up inspections after initial occupancy at intervals not exceeding 180 days to verify the site conditions and the installation conform to the approved site conditions and installation requirements. Inspection records shall be kept and shall be made available for verification by the building official.

3. An examination shall be performed by a registered design professional to determine the adequacy of the temporary structure to resist the structural loads required in Section 3103.6.

4. Relocation of the public-occupancy temporary structure shall require a new permit application.

5. The use or occupancy approved at the time of final inspection shall remain unchanged. 50 6. A request for an extension is submitted to the building official. The request shall include records of the inspections and examination in Items 1 and 3.

Section 3103.1.3 of the California Building Code is amended to read as follows:
3103.1.3 Permit required.

Temporary structures that cover an area greater than 120 square feet (11.16 m2 ), including
connecting areas or spaces with a common means of egress or entrance that are used or intended to be used for the gathering together of 10 or more persons, shall not be erected, operated or maintained for any purpose without obtaining a permit from the building official.

Exception: No tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city without first obtaining a permit from the city building official. The permit fee shall be as established by resolution of the city council.

Unless otherwise authorized by the city building official, no tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city in excess of ten (10) days, unless authorized by the Building Official.

Section 3103.6.1.2 of the California Building Code, excluding Table 3103.6.1.2 is amended to read as follows:
3103.6.1.2 Wind loads.

The design wind load on public-occupancy temporary structures shall be permitted to be modified in accordance with the wind load reduction factors in Table 3103.6.1.2.

Exceptions:

1. Not adopted.

2. Not adopted.

Section 3103.6.1.4 of the California Building Code is amended to read as follows:
3103.6.1.4 Seismic loads.

Seismic loads on public-occupancy temporary structures assigned to Seismic Design Categories A through F shall be permitted to be taken as 100 percent of those determined by Section 1613.

Section 3109.3 is added to the California Building Code to read as follows:
3109.3 Public Swimming Pools. Public swimming pools shall be completely enclosed by a fence not less than 5 feet (60 inches) in height of a screen enclosure. Opening in the fence shall 51 not permit the passage of a 4-inch-diameter (102 mm) sphere. The fence or screen enclosure shall be equipped with self-closing and self-latching gates.

Section 3114 Intermodal Shipping Containers of the California Building Code is deleted
Section 3115 is added to the California Building Code to read as follows:

SECTION 3115 TENTS, AWNINGS, CANOPIES, AND UMBRELLAS
3115.1 Permits required. No tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city without first obtaining a permit from the city building official. The permit fee shall be as established by resolution of the city council. Unless otherwise authorized by the city building official, no tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city in excess of ten (10) days, unless authorized by the Building Official.
3115.2 Temporary use. Tents, awnings, or canopies of cloth or pliable material shall be erected only as temporary shelters from the rain or sun and shall not be used as permanent structures or additions to the main building. Except as authorized by the city council or as otherwise specified in the municipal code, such structures shall not be used for the purpose of sheltering goods, wares, or merchandise or for the purpose of engaging in business in any manner thereunder.

Such structures shall be permitted only if so constructed and situated, so that in the opinion of the city building official, the structure will not cause a fire hazard or in any other way be dangerous to life, limb, or property.

Exception: The provisions of this section shall not prohibit the covering of materials stored in a yard with fire-retardant tarpaulins.
3115.3 Restrictions and requirements. Any tent, awning, or other pliable material for which a permit is required under this section shall comply with the following:

1. All city code provisions and regulations shall be complied with;

2. An electrical permit shall be obtained by a duly licensed electrical contractor for any wiring or lighting to be installed;

3. All plastics used shall display approval by the office of the fire marshal of the state;

4. All cloth used shall be incombustible or flame-retardant. Flame-retardant materials shall display the name of the treating agency, the date of the flame-retardant application, the type of flame-retardant used, and the flame-retardant certificate;

5. A testing flap shall be provided for the use of the fire department inspector;

6. Two (2) means of egress shall be provided for tents or canopies having an area of 1,000 square feet or more. Such means of egress shall be not less than five (5') feet in width and located not less than one-fifth (1/5) of the perimeter of the structure apart.

Each means of egress shall be provided with exit signs as required by this code. 52 3115.4 Umbrellas. No open umbrella in excess of seven (7') feet in diameter shall be permitted in the commercial and industrial zones. Any umbrella having a diameter of seven (7') feet or less shall be securely fastened to a movable base approved by the city building official. Such umbrella shall at all times be maintained in a position and in such a manner as shall not constitute a fire hazard to persons or property, either from fire or wind. “Section 3201.5 is added to the California Building Code to read as follows:
3201.5 Property Line. No part of any structure, or any appendage thereto, shall project beyond the property line of the building site, except as specified in this chapter and elsewhere in the Beverly Hills Municipal Code.”
“Section 3201.6 is added to the California Building Code to read as follows:
3201.6 Materials. Structures or appendages regulated by this code shall be constructed of materials as permitted by this code.”
“Section 3202.1 of the California Building Code, excluding subsections, is amended to read as follows:
3202.1 Encroachments Below Grade. Encroachments below grade shall comply with Sections 3202.1.1 through 3202.1.3. Portions of buildings or structures below grade shall not project beyond the property line of the building site except as otherwise provided in the Beverly Hills Municipal Code.”
“Section 3203 is added to the California Building Code to read as follows:

SECTION 3203

ENCROACHMENTS ABOVE GRADE
3203.1 Streets. In a commercial or industrial zone those portions of buildings, structures, or appendages thereto that may project beyond property lines adjacent to a street are as follows:

1. Marquees;

2. Canopies;

3. Cornices;

4. Awnings;

5. Signs; and

6. When approved by the architectural commission, flagpoles, lights, and other ornamental projections.
3203.2 Alleys in a commercial or industrial zone. Projections beyond property lines adjacent to an alley in a commercial or industrial zone shall not be permitted. 3203.3 Streets and alleys in residential zones. Projections beyond property lines adjacent to streets and alleys in residential zones shall not be permitted.” “Section 3204 is added to the California Building Code to read as follows:
53 SECTION 3204

MARQUEES AND CANOPIES
3204.1 General. For the purposes of this section, a marquee or canopy shall include any object or decoration attached to or a part of such marquee or canopy. 3204.2 Projection and clearance. A marquee or canopy shall project not more than two-thirds (
2 /3) of the distance from the property line to the curb line and shall be no less than eight (8') feet above the ground or pavement below.
3204.3 Thickness. The maximum height or thickness of a marquee or canopy measured vertically from its lowest to its highest point shall not exceed nine (9') feet. 3204.4 Construction. A marquee or canopy shall be supported entirely by the building. 3204.5 Roof construction. The roof or any part thereof may be a skylight provided wire glass or laminated glass that complies with section 2405 is used no less than one-fourth (1 /4") inch
thick with no single pane more than eighteen (18") inches wide. Every roof and skylight of a marquee or canopy shall be sloped to downspouts which shall conduct any drainage from the marquee under the sidewalk to the curb.
3204.6 Location prohibited. Every marquee or canopy shall be so located as not to interfere with the operation of any exterior standpipe or to obstruct the clear passage of stairways or exits from the building or the installation or maintenance of electroliers.” “Section 3205 is added to the California Building Code to read as follows:

SECTION 3205

AWNINGS
3205.1 Definition. For the purposes of this section, the term "awning" is defined as follows:

Awning is a temporary shelter supported entirely from the exterior wall of a building. 3205.2 Construction. Awnings shall have noncombustible frames but may have combustible coverings.
3205.3 Projection. Awnings may extend over public property not more than seven (7') feet from the face of a supporting building, but no portion shall extend nearer than two (2') feet to the face of the nearest curb line measured horizontally. In no case shall the awning extend over public property greater than two-thirds (2
/3) of the distance from the property line to the nearest curb in front of the building site.
3205.4 Height. Awnings shall not exceed nine (9') feet in height above the lowest extremity of the awning.
3205.5 Clearances. All portions of any awning shall be at least eight (8') feet above any public walkway.

Exception: Any valance attached to an awning shall not project above the roof of the awning at the point of attachment and shall not extend more than twelve (12") inches below the roof of the 54 awning at the point of attachment, but in no case shall any portion of a valance be less than seven (7') feet in height above a public way.”
“Section 3206 is added to the California Building Code to read as follows:

SECTION 3206
DOORS
Doors, either fully opened or when opening, shall not project beyond the property line. Poweroperated doors and their guide rails shall not project over public property.” “Section 3207 is added to the California Building Code to read as follows:

SECTION 3207
SIGNS
Signs may project beyond the property line as provided in Chapter 4 of Title 10 of the Beverly Hills Municipal Code.”
“Section 3208 is added to the California Building Code to read as follows:

SECTION 3208

FLAGPOLES
Flagpoles, when permitted, shall project no more than two-thirds (2 /3) of the distance from the
property line to the curb line and shall not be less than twelve (12') feet above the ground or pavement below, including the flag.”
“Section 3209 is added to the California Building Code to read as follows:

SECTION 3209

CORNICES, LIGHTS, AND OTHER ORNAMENTAL PROJECTIONS
Cornices, lights, and other ornamental projections, when permitted, shall project not more than two (2') feet beyond the property line and shall not be less than eight (8') feet above the ground or pavement below.”
“Section 3306.4 of the California Building Code is amended to read as follows:
3306.4 Construction Railings. Construction railings shall not be less than 42 inches (1067mm) in height and shall be sufficient to direct pedestrians around construction areas. Construction Railings shall be painted, and maintained painted, in a neutral color.” “Section 3306.5 of the California Building Code is amended to read as follows:
3306.5 Barriers and fences. Barriers shall be not less than 8 feet (2348mm) in height and shall be placed on the side of the walkway nearest the construction. Barriers shall extend the entire length of the construction site. Openings in such barriers shall be protected by doors that are normally kept closed. Barriers and fences shall be painted and maintained painted in a neutral color.”
55 “Section 3306.7 of the California Building Code is amended to read as follows:
3306.7 Covered Walkways
Covered walkways shall have a clear height of not less than 8 feet (2438 mm) as measured from the floor surface to the canopy overhead. Adequate lighting shall be provided at all times.

Covered walkways shall be designed to support all imposed loads. The design live load shall be not less than 150 psf (7.2 kN/m2
) for the entire structure.

Canopy Lighting. The space under the canopy over the walkway and the approaches thereto shall be kept well lighted with artificial lighting continuously between sunset and sunrise. An automatic lighting system shall be used.

Exception: Roofs and supporting structures of covered walkways for new, light-frame construction not exceeding two stories above grade plane are permitted to be designed for a live load of 75 psf (3.6kN/m2
) or the loads imposed on them, whichever is greater. In lieu of such designs, the roof and supporting structure of a covered walkway are permitted to be constructed as follows:

1. Footings shall be continuous 2-inch by 6-inch (51 mm by 152 mm) members.

2. Posts not less than 4 inches by 6 inches (102 mm by 152 mm) shall be provided on both sides of the roof and spaced not more than 12 feet (3658 mm) on center.

3. Stringers not less than 4 inches by 12 inches (102 mm by 305 mm) shall be placed on edge upon the posts.

4. Joists resting on the stringers shall be not less than 2 inches by 8 inches (51 mm by 203 mm) and shall be spaced not more than 2 feet (610 mm) on center.

5. The deck shall be planks not less than 2 inches (51 mm) thick or wood structural panels with an exterior exposure durability classification not less than 23/32 inch (18.3 mm) thick nailed to the joists.

6. Each post shall be knee braced to joists and stringers by members not less than 2 inches by 4 inches (51 mm by 102 mm); 4 feet (1219 mm) in length.

7. A curb that is not less than 2 inches by 4 inches (51 mm by 102 mm) shall be set on edge along the outside edge of the deck.
“Section 3307.1 of the California Building Code is amended to read as follows:
3307.1 Protection required Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work. Protection shall be provided for footings, foundations, party walls, chimneys, skylights and roofs. Provisions shall be made to control water runoff and erosion during construction or demolition activities. The person making or causing an excavation to be made shall provide written notice to the owners of adjoining buildings advising them that the excavation is to be made and that the adjoining buildings should be protected. Said notification shall be delivered not less than 30 days prior to the scheduled starting date of the excavation.”
56 “Chapter 36 is added to the California Building Code to read as follows:

CHAPTER 36

HILLSIDE BUILDING DISTRICT
SECTION 3601

HILLSIDE BUILDING DISTRICT ESTABLISHED
There is hereby established a hillside building district in the area designated as the "hillside building district " as defined under Hillside Area and Trousdale Estates Area in Beverly Hills Municipal Code section 10-1-100. The specific regulations in this chapter shall apply to the hillside building district where slopes exceed three (3) horizontal to one (1) vertical or where unstable geological or soil conditions are known or suspected to exist.

SECTION 3602

GEOLOGICAL AND FOUNDATION INVESTIGATIONS REQUIRED
3602.1 Investigations required. Prior to issuing a building permit for any new building, structure, or addition to an existing building or structure on a site in the hillside building district where slopes exceed three (3) horizontal to one vertical or where unstable geological or soil conditions are known or suspected to exist, a geological and foundation investigation shall be conducted, and a report shall be submitted to the city building official by a geologist and a civil engineer registered in the state; provided, however, the city building official may issue a building permit for an addition to an existing building or structure without a geological and foundation inspection if such addition is located so as not to be affected by slopes exceeding three (3) horizontal to one vertical. 3602.2 Prerequisites to permit issuance. Where a geological and foundation investigation required by this section indicates the presence of a geological hazard, and evidence indicates mitigating measures can offset or eliminate the hazard, the city building official shall issue a building permit provided all recommended mitigating measures are designed and incorporated into the proposed project and all other requirements of this code and the municipal code are met. 3602.3 Denial of permits. Where a geological and foundation investigation indicates the presence of a geological hazard, and evidence indicates no mitigating measures can offset or eliminate the hazard, the city building official shall deny the issuance of a building permit for the proposed project.

SECTION 3603

FOUNDATION EMBEDMENT
Where foundations are placed on natural slopes or uncompacted fill, the foundation shall extend through the natural overburdened or uncompacted fill and rest in undisturbed, unweathered, firm natural base materials. Foundations shall be designed to resist any vertical or lateral movement or overburden or fill.

SECTION 3604

YARD DRAINAGE
Surface runoff flowing or collecting on building pads and yards shall be directed to catch basins and non-erosive devices to reduce the hazard of erosion, subsidence, or slippage of the surrounding property. Such devices shall conduct any surface runoff to a street or alley and shall be designed to accommodate a three (3") inch per hour rainfall. 57 SECTION 3605

GUTTERS
Eave gutters and downspouts on structures located in the hillside building district shall be provided to collect all roof water and deposit it in non-erosive devices to a street or alley. Gutters, downspouts, and non-erosive devices shall be sized to accommodate a three (3") inch per hour rainfall.

Chapter 37 is added to the California Building Code to read as follows:

CHAPTER 37

ADDITIONAL REQUIREMENTS IN CERTAIN AREAS
SECTION 3701

CONSTRUCTION REQUIREMENTS IN COMMERCIAL AND INDUSTRIAL ZONES 3701.1 Except as provided in section 3702 all buildings and structures hereafter erected, constructed, or moved within any commercial or industrial zone shall be of type I, II-A, or III-A construction, and shall comply with other provisions of this code.

Any open parking garage of type II-B construction.

SECTION 3702

WALLS AND FENCES IN COMMERCIAL AND INDUSTRIAL ZONES
Any wall or fence built, constructed, or erected within a commercial or industrial zone shall be of noncombustible material.

Exceptions:

1. Protective walls or fences erected for the duration of a construction, demolition or alteration operation may be constructed of combustible material.

2. A temporary wall or fence erected to close the front or rear portion of a business building pending occupancy may be constructed of combustible material provided such opening is filled entirely. Such enclosure shall be permitted to be used for a period not exceeding one year.

Appendix Section J103.2 of the California Building Code is amended to read as follows:

J103.2 Exemptions: A grading permit shall not be required for the following:

1. Deleted

2. Deleted

3. Deleted

4. Deleted

5. Excavations for wells, or trenches for utilities.

6. Deleted

7. Exploratory excavations performed under the direction of a registered design professional. 58 Exemption from the permit requirements of this appendix shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction.

Appendix Section J104.3 of the California Building Code is amended to read as follows:

J104.3 Geotechnical Report
A geotechnical report prepared by a registered design professional shall be provided. The report shall contain not less than the following:

1. The nature and distribution of existing soils.

2. Conclusions and recommendations for grading procedures.

3. Soil design criteria for any structures or embankments required to accomplish the proposed grading.

4. Where necessary, slope stability studies, and recommendations and conclusions regarding site geology.

Exception: A geotechnical report is not required where the building official determines that the nature of the work applied for is such that a report is not necessary.

In addition, the geotechnical report shall specify whether methane hazard exists on site. If methane hazard exists, a California licensed engineer or geologist shall submit a report to the satisfaction of the city building official which includes, but is not limited to, the results of the testing procedure and the proposed mitigation measures.

Section J104.5 is added to Appendix J of the California Building Code to read as follows:

J104.5 Slope failure reports. In addition to any other requirements set forth in this chapter, the permit applicant shall submit to the building official a combined soils and engineering geology report to address the slope failure and provide recommended repair methods.

Section J112 is added to Appendix J of the California Building Code to read as follows:

SECTION J112

HAZARDOUS CONDITIONS
J112.1 Notices. Whenever the city building official determines by inspection that any existing excavation or fill or other condition of the soil from any cause has become a menace to life or limb, or endangers property, or affects the safety, usability, or stability of a public way, the owner of the property upon which such excavation, fill, or other condition of the soil is located, or other person or agent in control of such property, shall, within ninety (90) days after the date of a written notice from the building official, repair and reconstruct such excavation, fill, or other condition of the soil so that it conforms to the requirements of this chapter, or otherwise repair, strengthen, or eliminate such excavation, fill, or other condition of the soil in a manner satisfactory to the city building official to eliminate the danger. The city building official may designate a shorter period of time for elimination of the condition if an imminent and immediate hazard is found to exist. 59 J112.2 Reports. In the event the owner or other person or agent in control of such property fails to comply with the notice to repair or reconstruct such excavation, fill, or other condition of the soil, the city building official may submit a written report to council requesting authorization to proceed in performing the work specified in such written notice, and assess the costs of such work as a special assessment against the property.

J112.3 Hearings. Upon the receipt of such a report, the council may fix a time, date, and place for a hearing on such report and any protests or objections thereto. At least ten (10) days prior to the hearing a notice of the hearing shall be served by certified mail, postage prepaid, addressed to the owner of the property at his last known address, and to each holder of any security interest in the real property.

J112.4 Authorizing work. On conclusion of the hearing, the council may by resolution confirm the report of the city building official and order the repair or reconstruction of such excavation, fill, or other condition of the soil by the city.

J112.5 Levy and assessment. Upon the completion of the repair or reconstruction of such excavation, fill, or other condition of the soil by the city, the city building official will transmit a final statement of the total direct and indirect costs of such work to the council, which will by resolution fix the time, date, and place for hearing such statement in accordance with the provisions of this code. Upon the date fixed for the hearing, the council will hear the report of the city building official, together with any objections or protests thereto, and may then by resolution order the costs of the work to be paid and levied as a special assessment against the property. The city clerk will then transmit a copy of the resolution to the county auditor-collector directing that the amount designated to be collected concurrently with the next installment of real property taxes on the property involved.

Section J113 is added to Appendix J of the California Building Code to read as follows:

SECTION J113
BONDS
J113.1 Bonds required. The city building official may require the posting of a bond prior to issuance of a permit where the nature of the work, if commenced and allowed to remain in an uncompleted state, would create a hazard to human life or endanger adjoining or other property, any street or street improvement, or any other public property. The bond shall be in an amount sufficient to cover the cost of eliminating any dangerous condition or geological hazard if the project is not properly performed or is not completed in a timely manner. The bond shall comply with the provisions of title 3, chapter 4 of the Beverly Hills Municipal Code.

J113.2 Right of entry. In the event of any default in any performance of any term or condition of the permit for the work, the surety, or any person employed or engaged on its behalf, or the city building official, or any person employed or engaged on his behalf, shall have the right to go upon the premises to complete the required work or make it safe.

J113.3 Interference prohibited. No person shall interfere with or obstruct the ingress or egress to or from any such premises by any authorized representative or agent of any surety or of the city engaged in completing the work required to be performed under the permit or in complying with the terms or conditions thereof.”
60 Section 4. Sections 9-1-2A01 and 9-1-2A02 of Article 2A of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of either section occurring prior to the effective date of this ordinance. New Sections 9-1-2A01 and 9-1-2A02 are hereby added to Article 2A of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-2A01: ADOPTION OF CALIFORNIA RESIDENTIAL CODE: The 2025 edition of the California Residential Code, excluding all appendices except Appendix CI is hereby adopted by reference, subject to the provisions of section 9-1-2A02, and the same shall be known and may be cited as the Residential Code of the City of Beverly Hills.” “9-1-2A02: AMENDMENTS TO CALIFORNIA RESIDENTIAL CODE: The California Residential Code adopted pursuant to section 9-1-2A01 is hereby amended as follows:

Section R101.1 of the California Residential Code is amended to read as follows:

R101.1 Title. For the city of Beverly Hills, these regulations shall be known as the Beverly Hills Residential Code. The provisions contained in the California Residential Code of the (compiled) California Building Standards Code as defined in section 18910, Health and Safety Code, may be cited as such and are referred to hereafter as 'these regulations' or 'these building standards' or 'this code.' These regulations shall also be collectively known as the 'California Residential Code' as amended by the Beverly Hills Municipal Code.

Section R301.1.3.2 of the California Residential Code is amended to read as follows:

R301.1.3.2 Woodframe structures. The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of woodframe construction more than two stories and basement in height located in Seismic Design Category A, B or C. Notwithstanding other sections of law; the law establishing these provisions is found in Business and Professions Code Sections 5537 and 6737.1.

The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of woodframe construction more than one story in height or with a basement located in Seismic Design Category D0, D1, D2 or E.

Section R301.1.4 is deleted from the California Residential Code”.

Section R301.1.5 is added to the California Residential Code to read as follows:

R301.1.5 Seismic design provisions for buildings constructed on or into slopes steeper than one unit vertical in three units horizontal (33.3 percent slope). The design and construction of new buildings and additions to existing buildings when constructed on or into slopes steeper than one unit vertical in three units horizontal (33.3 percent slope) shall comply with Section1613.9 of the California Building Code.

Items 1, 3 and 5 of Section R301.2.2.6 of the California Residential Code are amended to read as follows:
61 1. Shear wall or braced wall offsets out of plane. Conditions where exterior shear wall lines or braced wall panels are not in one plane vertically from the foundation to the uppermost story in which they are required.

Exception: Deleted.

1. Deleted.

2. Deleted.

3. Deleted.

4. Deleted.

5. Deleted.

3. Shear wall or braced wall offsets in plane. Conditions where the end of a braced wall panel occurs over an opening in the wall below.

Exception: Deleted.

1. Deleted.

2. Deleted.

2.1. Deleted.

2.2. Deleted.

2.3. Deleted.

3. Deleted.

5. Floor level offset. Conditions where portions of a floor level are vertically offset.

Exception: Deleted.

1. Deleted.

2. Deleted.

Section R301.2.2.10 of the California Residential Code is amended to read as follows:

R301.2.2.10 Anchorage of Mechanical, Electrical, or Plumbing Components and Equipment. Mechanical, electrical, or plumbing components and equipment shall be anchored to the structure. Anchorage of the components and equipment shall be designed to resist loads in accordance with the California Building Code and ASCE 7, except where the component is positively attached to the structure and flexible connections are provided between the component and associated ductwork, piping, and conduit; and either

1. The component weighs 400 lb (1,780 N) or less and has a center of mass located 4 ft (1.22 m) or less above the supporting structure; or

2. The component weighs 20 lb (89N) or less or, in the case of a distributed system, 5 lb/ft (73 N/m) or less.
62 Section R308.1 of the California Residential Code is amended to read as follows:

R308.1 Address identification. New and existing buildings shall be provided with approved address numbers or letters. Each character shall be not less than 4 inches (102mm) in height for residential properties and a minimum of 6 inches high for non-residential properties and not less than 0.5 inch (12.7mm) in width. They shall be installed on a contrasting background, on private property, and be plainly visible from the street or road fronting the property. When required by the city building official or fire official, address numbers shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained.

Address numbers shall also comply with Beverly Hills Fire Department Premise Identification Standard 19-002.

R308.1.1 Street numbering. The following provisions shall be applicable to street numbering:

On the east-west axis, all numbers shall sequence, as much as practicable, with the contiguous east-west streets abutting Los Angeles City and County.

The city building official shall designate street address numbers in the city.

R308.1.2 Building numbering requirements. The entrances to all buildings from public streets shall have the numbers designated by the city building official conspicuously displayed near the entrance of the structure in a manner that they are in plain view from the street. In commercial locations where vehicles can obstruct addressing due to curb side parking, numbers shall be placed a minimum height of 8 feet from finished floor or as approved by fire code official.

1. The name of the street and street number as designated by the city building official shall be visible from the alley and located adjacent to the alley access to the structure.

4. When structure access doors are available from the alley or side street for a single tenant or occupant, the door shall be provided with address numbering and street name 63 identification including unit numbers or letters in a manner approved by the city fire code official.

R308.1.3 Diagram required for six or more dwelling units. Where a building or building complex contains six (6) or more separate dwelling units, a description diagram indicating the identification pattern and location of each dwelling unit shall be posted in a conspicuous manner at the primary entrance of such building or buildings. This requirement of this section shall be included in any building plans submitted for plan check.

R308.1.4 Prohibition against placing numbers on streets, sidewalks, or curbs or displaying improper building numbers. No person shall place, maintain, or cause any number, figure, letter, carving, drawing, design, or other marking upon, or paint, any street, sidewalk, or curb in the city, except as authorized by the city. No person shall place, maintain, or display any address identification number other than as designated by the city building official.

Section R309.1 of the California Residential Code is amended to read as follows:

R309.1 Automatic fire sprinkler systems. Approved automatic sprinkler systems in new buildings and structures shall be required for all occupancies, except U occupancies which are sheds that are less than five hundred (500) square feet.

Approved automatic sprinkler systems shall be required in all existing buildings if: (i) additions, alterations or repairs are made within any twelve (12) month period which exceed fifty percent (50%) of the value of such existing building, (ii) an addition is constructed which exceeds fifty percent (50%) of the square footage of the existing building, or (iii) an addition of more than five thousand (5,000) square feet is constructed.

R309.1.1 Townhouse automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in townhouses.

R309.1.2 Design and installation. Automatic fire sprinkler systems for townhouses shall be designed and installed in accordance with Section R309.3, NFPA 13 or NFPA 13D.

Section R309.2 of the California Residential Code is amended to read as follows:

R309.2 One- and two-family dwellings automatic fire systems. An automatic residential fire sprinkler system shall be installed in one- and two- family dwellings.

Exception: An automatic residential fire sprinkler system shall not be required for additions or alterations to existing buildings that are not already provided with an automatic residential sprinkler system.

R309.2.1 Design and installation. Automatic fire sprinkler systems shall be designed and installed in accordance with Section R309.3, NFPA 13, or NFPA 13D. 64 Section R309.3.1 of the California Residential Code is amended to read as follows:

R309.3.1 General. Where installed, fire sprinkler systems, or portions thereof, shall be in accordance with NFPA 13D, NFPA 13, or Section R309.3, which shall be considered equivalent to NFPA 13D. Section R309.3 shall apply to stand-alone and multipurpose wet-pipe sprinkler systems that do not include the use of antifreeze. A multipurpose fire sprinkler system shall supply domestic water to both fire sprinklers and plumbing fixtures. A stand-alone sprinkler system shall be separate and independent from the water distribution system.

Section R309.3.1.1 of the California Residential Code is amended to read as follows:

R309.3.1.1 Backflow protection and Check Valve. Two check valves are required to be installed at each fire sprinkler riser in NFPA 13D systems and an approved backflow assembly (DCDA, DCVA, or RPZ) for NFPA 13 systems.

Section R309.3.1.2 of the California Residential Code is amended to read as follows:

R309.3.1.2 Required sprinkler locations. Sprinklers shall be installed to protect all areas of a dwelling unit.

Section R310.2.2 of the California Residential Code is amended to read as follows:

R310.2.2 Alterations, repairs and additions. When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling shall be equipped with smoke alarms located as required for new dwellings.

Smoke alarms complying with section R310 shall be installed in all new and existing dwellings.

Section R310.4 of the California Residential Code is amended to read as follows:.” R310.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. When lowvoltage systems are required, the fire official may require additional sounder bases installed. Low voltage systems shall be installed per NFPA 72 fire alarm system requirements.

Exceptions:

1. Interconnection is not required in buildings which are not undergoing alterations, repairs or construction of any kind.

R310.6 Power source. In existing construction, new construction, and in newly classified group R occupancies, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

Exception: Smoke alarms are not required to be equipped with battery backup where they are connected to an emergency electrical system that complies with California Fire Code section 1203.

Section R401.1 of the California Residential Code is amended to read as follows:

R401.1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for buildings. In addition to the provisions of this chapter, the design and construction of foundations in flood hazard areas as established by Table R301.2 shall meet the provisions of Section R306. Wood foundations shall be designed and installed in accordance with AWC PWF.

Exception: The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations:

1. In buildings that have no more than two floors and a roof.

2. When interior basement and foundation walls are constructed at intervals not exceeding 50 feet (15 240 mm).

Wood foundations in Seismic Design Category D0, D1 or D2 shall not be permitted.

Exception: In non-occupied, single-story, detached storage sheds and similar uses other than carport or garage, provided the gross floor area does not exceed 200 square feet, the plate height does not exceed 12 feet in height above the grade plane at any point, and the maximum roof projection does not exceed 24 inches.

Section R401.4.3 is added to the California Residential Code to read as follows:

R401.4.3 Grading. For the requirements for grading see Appendix J of the 2025 Edition of the California Building Code as amended by Sections 9-1-201 and 9-1-202 of the Beverly Hills Municipal Code.

Sections R403.1.2, R403.1.3.6 and R403.1.5 of the California Residential Code are amended to read as follows:

R403.1.2 Continuous footing in Seismic Design Categories D0, D1 and D2. Exterior walls and required interior braced wall panels of buildings located in Seismic Design Categories D0, D1 and 66 D2 shall be supported by continuous solid or fully grouted masonry or concrete footings in accordance with Table R403.1.2. Other footing materials or systems shall be designed in accordance with accepted engineering practice.

R403.1.3.6 Isolated concrete footings. In detached one- and two-family dwellings located in Seismic Design Category A, B, or C, that are three stories or less in height, and constructed with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted.

R403.1.5 Slope. The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10-percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in 10 units horizontal (10-percent slope).

For structures located in Seismic Design Categories D0, D1, or D2 , stepped footings shall be reinforced with four No. 4 rebar. Two bars shall be place at the top and bottom of the footings as shown in Figure R403.1.5.

FIGURE R403.1.5

STEPPED FOOTING
Section R404.2 of the California Residential Code, excluding subsections, is amended to read as follows:

R404.2 Wood foundation walls. Wood foundation walls shall be constructed in accordance with the provisions of Sections R404.2.1 through R404.2.6 and with the details shown in Figures R403.1(2) and R403.1(3). Wood foundation walls shall not be used for structures located in Seismic Design Category D0, D1 ,or D2 .
67 Section R501.1 of the California Residential Code is amended to read as follows:

R501.1 Application. The provisions of this chapter shall control the design and construction of the floors for buildings, including the floors of attic spaces used to house mechanical or plumbing fixtures and equipment. Mechanical or plumbing fixtures and equipment shall be attached or anchored to the structure in accordance with Section R301.2.2.10” Section R503.2.4 is added to the California Residential Code to read as follows:

R503.2.4 Openings in horizontal diaphragms. Openings in horizontal diaphragms with a dimension perpendicular to the joist that is greater than 4 feet (1.2 m) shall be constructed in accordance with Figure R503.2.4.

1. Blockings shall be provided beyond headers.

2. Metal ties not less than 0.058 inch [1.47 mm (16 galvanized gage)] by 1.5 inches (38 mm) wide with eight 16d common nails on each side of the header-joist intersection. The metal ties shall have a minimum yield of 33,000 psi (227 MPa).

3. Openings in diaphragms shall be further limited in accordance with Section R301.2.2.6.

FIGURE R503.2.4
OPENINGS IN HORIZONTAL DIAPHRAGMS”
68 Lines 20, 21, 24, 34 – 37 of Table R602.3(1) of the California Residential Code are amended by adding footnotes (j) and (k) to read as follows:

TABLE R602.3(1)—FASTENING SCHEDULE
ITEM

DESCRIPTION

OF BUILDING

ELEMENTS
NUMBER AND TYPE OF FASTENERa, b, c

SPACING
AND

LOCATION
Wall Test
20 k
1″ × 6″
sheathing to
each bearing
3-8d box (21/2″ × 0.113″); or2-8d common
(21/2″ × 0.131″); or2-10d box (3″ × 0.128″); or2
staples, 1″ crown, 16 ga., 13/4″ long
Face nail
21 k
1″ × 8″ and
wider sheathing
to each bearing
3-8d box (21/2″ × 0.113″); or3-8d common
(21/2″ × 0.131″); or3-10d box (3″ × 0.128″); or3
staples, 1″ crown, 16 ga., 13/4″ long
Face nail Wider than 1″ × 8″4-8d box (21/2″ × 0.113″);
or3-8d common (21/2″ × 0.131″); or3-10d box
(3″ × 0.128″); or4 staples, 1″ crown, 16 ga.,
13/4″ long
Floor
24 k
1″ × 6″ subfloor
or less to each
joist
3-8d box (21/2″ × 0.113″); or2-8d common
(21/2″ × 0.131″); or3-10d box (3″ × 0.128″); or2
staples, 1″ crown, 16 ga., 13/4″ long
Face nail
Other wall sheathingg
ITEM

DESCRIPTION OF

BUILDING

ELEMENTS

NUMBER AND TYPE OF
FASTENERa, b, c

SPACING OF

FASTENERS
Edgesh
(inches)
Intermediate
supportsc,
e(inches)
34 k
1/2″ structural cellulosic
fiberboard sheathing
11/2″ × 0.120″ galvanized roofing
nail,7/16″ head diameter; or11/4″ long
16 ga. staple with 7/16″ or 1″ crown
3 6
35 k
25/32″ structural
cellulosic fiberboard
sheathing
13/4″ × 0.120″ galvanized roofing
nail,7/16″ head diameter; or11/4″ long
16 ga. staple with 7/16″ or 1″ crown
3 6
36 k 1/2″ gypsum sheathingd 11/2″ × 0.120″ galvanized roofing nail,7/16″ head diameter; or16 ga.
7 7
69 staple galvanized, 11/2″ long, 7/16″
or1″ crown; or 11/4″ screws, Type W
or S
37 k 5/8″ gypsum sheathingd
13/4″ × 0.120″ galvanized roofing
nail,7/16″ head diameter; or 16
ga.staple galvanized, 15/8″ long, 7/16″
or1″ crown; or 15/8″ screws, Type W
or S
7 7
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.2.2.
b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Fastener spacing applies where roof framing specific gravity is 0.42 or larger. Where roof framing specific gravity is greater than or equal to 0.35 but less than 0.42 in accordance with AWC NDS, fastening of roof sheathing shall be with RSRS-03 (21
/2″ × 0.131″ × 0.281″ head) nails.
g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. k. Use of staples in braced wall panels shall be prohibited in Seismic Design Category D0, D1, D2 or E.
70 Exception in Section R602.3.2, and Table R602.3.2, of the California Residential Code is amended to read as follows:

Exception: In other than Seismic Design Category D0, D1, or D2, a single top plate used as an alternative to a double top plate shall comply with the following:

1. The single top plate shall be tied at corners, intersecting walls, and at in-line splices in straight wall lines in accordance with Table R602.3.2.

2. The rafters or joists shall be centered over the studs with a tolerance of not more than 1 inch (25 mm).

3. Omission of the top plate is permitted over headers where the headers are adequately tied to adjacent wall sections in accordance with Table R602.3.2.

“Footnote “b” of Table R602.3(2) of the California Residential Code is amended to read as follows:
b. Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. Use of staples in roof, floor, subfloor, and braced wall panels shall be prohibited in Seismic Design Category D0, D1, or D2.

Section R602.10.2.3 of the California Residential Code is amended to read as follows:

R602.10.2.3 Minimum number of braced wall panels. Braced wall lines with a length of 16 feet (4877 mm) or less shall have a minimum of two braced wall panels of any length or one braced wall panel equal to 48 inches (1219 mm) or more. Braced wall lines greater than 16 feet (4877 mm) shall have a minimum of two braced wall panels. In Seismic Design Category D0, D1, or D2 no braced wall panel shall have a contributing length less than 4 inches in length or as required in Section R602.10.3, whichever is greater.
71 Table R602.10.3(3) of the California Residential Code is amended to read as follows:
72 a. Linear interpolation shall be permitted.
b. Interpolation of bracing length between the Sds values associated with the seismic design categories shall be permitted when a site-specific Sds value is determined in accordance with Section 1613.2 of the California Building Code. c. Where the braced wall line length is greater than 50 feet, braced wall lines shall be permitted to be divided into shorter segments having lengths of 50 feet or less, and the amount of bracing within each segment shall be in accordance with this table. 73 d. Method LIB shall have gypsum board fastened to not less than one side with nails or screws in accordance with Table R602.3(1) for exterior sheathing or Table R702.3.5 for interior gypsum board. Spacing of fasteners at panel edges shall not exceed 8 inches. e. Methods PFG and CS-SFB do not apply in Seismic Design Categories D0, D1 and D2. f. Methods PFH, PFG and ABW are only permitted on a single story or a first of two stories. g. Where more than one bracing method is used, mixing methods shall be in accordance with Section R602.10.4.1.
h. One- and two-family dwellings in Seismic Design Category D2 exceeding two stories shall be designed in accordance with accepted engineering practice. i. Methods GB and PCP braced wall panel h/w ratio shall not exceed 1:1 in SDC D0, D1 and D2. Methods CWD, SFB, PBS, and HPS are not permitted in D0, D1 and D2.” 74 Table R602.10.4 of the California Residential Code is amended to read as follows:
75 76
77 Table R602.10.5 of the California Residential Code is amended to read as follows:

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s.

NP = Not Permitted.
a. Linear interpolation shall be permitted.
b. Use the actual length where it is greater than or equal to the minimum length. The actual length of Methods CS-G, CS-WSP, CS-SFB, PFH, PFG and CS-PF is the length of the full- 78 height sheathed section.
c. Maximum header height for PFH is 10 feet in accordance with Figure R602.10.6.2, but wall height shall be permitted to be increased to 12 feet with pony wall. d. Maximum header height for PFG is 10 feet in accordance with Figure R602.10.6.3, but wall height shall be permitted to be increased to 12 feet with pony wall. e. Maximum header height for CS-PF is 10 feet in accordance with Figure R602.10.6.4, but wall height shall be permitted to be increased to 12 feet with pony wall.

Figure R602.10.6.1 of the California Residential Code is amended to read as follows:
79 Figure R602.10.6.2 of the California Residential Code is amended to read as follows:

Note: Header shall not extend over more than one opening. 80 Figure R602.10.6.4 of the California Residential Code is amended to read as follows:

Section R606.12.2.2.3 of the California Residential Code is amended to read as follows:

R606.12.2.2.3 Reinforcement requirements for masonry elements. Masonry elements listed in Section R606.12.2.2.2 shall be reinforced in either the horizontal or vertical direction as shown in Figure R606.11(3) and in accordance with the following:

1. Horizontal reinforcement. Horizontal joint reinforcement shall consist of at least one No. 4 bar spaced not more than 48 inches (1219 mm). Horizontal reinforcement shall be provided within 16 inches (406 mm) of the top and bottom of these masonry elements.

2. Vertical reinforcement. Vertical reinforcement shall consist of at least one No. 4 bar spaced not more than 48 inches (1219 mm). Vertical reinforcement shall be within 8 inches (203 mm) of the ends of masonry walls.

Section R801.4 is added to the California Residential Code to read as follows:

R801.4 Gutters and downspouts Eave gutters and downspouts on structures shall be provided to collect all roof water and deposit it in non-erosive devices to a street or alley. Gutters, downspouts, and non-erosive devices shall be sized to accommodate a three (3") inch per hour rainfall.”
81 Concentrated drainage shall not be discharged directly into alleys. All drainage shall be directed in a manner that promotes sheet flow, distributing runoff uniformly over a broad surface area, in order to prevent erosion, pavement damage, and safety hazards associated with concentrated and high-velocity flows.

Section R803.2.4 is added to the California Residential Code to read as follows:

R803.2.4 Openings in horizontal diaphragms. Openings in horizontal diaphragms shall conform with Section R503.2.4.

Section R902.1 of the California Residential Code, excluding subsections, is amended to read as follows:

R902.1 General. Except as otherwise provided in this section, roof coverings or roof assemblies on any structure regulated by this code shall be a fire-retardant roof covering or roof assembly that is listed as a Class A assembly in accordance with ASTM E 108 or UL 790. In addition, no wood shall be used as a roof covering material. Noncombustible non-wood roof coverings may be applied in accordance with the manufacturer’s requirements in lieu of a fire-retardant roofing assembly.

Exception: Roof repairs of less than 10 percent of the total roof area on existing structures in any one year period may be repaired with a roof covering that meets the same fire retardant standard as the existing roof.

Sections R902.1.1 and R902.1.2 of the California Residential Code are hereby deleted.

Section R902.1.5 is added to the California Residential Code to read as follows:

R902.1.5 Class A roof covering requirement. Notwithstanding any other requirement of the Beverly Hills Municipal Code, no later than July 1, 2014, all wood roof coverings in the City of Beverly Hills shall be either: (1) fire retardant Class A; or (2) treated with a fire retardant spray in accordance with Section R902.1.6 and Section R902. 1.7.

Exceptions:

1. Demolition or renovation permit. Property owners with a non-Class A wood roof that, as of July 1, 2014, have applied for or possess a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof, shall have until December 31, 2014 to commence such demolition or renovation and remove the non-Class A wood roof; provided however, that such property owner shall submit a signed affidavit, on a form provided by the City, representing that the non-Class A wood roof will be removed by December 31, 2014.

2. Qualified Historical Building or Property. A Qualified Historical Building or Property, as defined in the California Historical Building Code adopted by reference into the Beverly 82 Hills Municipal Code, shall comply with the requirements set forth in the California Historical Building Code, as adopted and amended by the City of Beverly Hills.

Section R902.1.6 is added to the California Residential Code to read as follows:

R902.1.6 Fire retardant spray for non-class A wood roofs. If a fire retardant spray is applied on a non-Class A wood roof pursuant to Section R902.1.5 above, such fire retardant spray shall comply with the current standards of the California State Fire Marshall, including but not limited to ASTM E-84, and UL 723, and shall be applied by a California licensed contractor, or other qualified applicator. The property owner and certified applicator shall submit a signed affidavit on a form provided by the City indicating the manufacturer’s recommended effectiveness period and the certified applicator’s warranty period. The fire retardant spray shall be repeated before the end of the manufacturer’s recommended effectiveness period or the certified applicator’s certification warranty, whichever is shorter; provided, however, that the fire retardant spray need not be repeated if, before the end of the manufacturer’s recommended effectiveness period or certified applicator’s warranty period, a property owner has applied for or possesses a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof, and commences such demolition or renovation and removes the non-Class A wood roof within 180 days from the expiration of such effectiveness or warranty period; provided further however, that the property owner shall submit a signed affidavit, on a form provided by the City, representing that such property owner is not repeating the fire retardant spray because the non-Class A wood roof will be removed within 180 days from the expiration of the manufacturer’s recommended effectiveness period or certified applicator’s warranty period, whichever is earlier, of the existing spray.

Section R902.1.7 is added to the California Residential Code to read as follows:

R902.1.7 Permits required. No fire retardant spray shall be applied on a non-Class A wood roof within the City without first obtaining a permit from the City. There will be no charge for such permit, which shall remain valid for the term of the manufacturer’s recommended effectiveness period or the certified applicator’s certification warranty, whichever is shorter. The permit shall state the name of the certified applicator, the approved fire retardant spray material and the permit expiration date. Before a property owner repeats the fire retardant spray in accordance with Section R902.1.6, such property owner shall renew the permit obtained pursuant to this section.” Section R902.1.8 is added to the California Residential Code to read as follows:

R902.1.8 Replacement of non-Class A wood roofs upon sale or transfer. Notwithstanding Section R902.1.5 of the Beverly Hills Municipal Code, effective after July 1, 2014, all existing nonClass A wood roofs shall be replaced with a fire retardant Class A non-wood roof before the sale or transfer of such property for monetary consideration. 83 Exceptions:

1. Buyer assumes responsibility. If the Seller and the Buyer agree that the Buyer shall assume responsibility to replace the wood roof and an application for a demolition permit or renovation permit involving a reroofing or an alteration or addition to the roof will be submitted, and such demolition or renovation will commence, and such nonClass A wood roof will be removed, within 180 days from the date of title transfer, then the non-Class A wood roof need not be replaced before the sale or transfer of such property, but shall be removed by the Buyer within the 180 day period from the date of title transfer; provided further, that the Seller and Buyer of such property shall submit a signed affidavit, on a form provided by the City, representing that the Buyer will remove the non-Class A wood roof within 180 days from the date of title transfer.

Section R902.5 is added to the California Residential Code to read as follows:

Section 902.5 Equipment Enclosures. Operating equipment, including associated ducting, located on the roof of a building shall be enclosed so as to be shielded from view in a horizontal plane or lower and so as to comply with the noise abatement provisions of chapter 1 of title 5 of the Beverly Hills municipal code. The enclosure finish shall match that of the building exterior walls. Enclosures on buildings with non-residential uses shall be of non-combustible, opaque material.

Section R905.3.1 of the California Residential Code is amended to read as follows:

R905.3.1 Sheathing requirements. Concrete and clay tile shall be installed only over solid lumber sheathing.

Exception: Spaced lumber in accordance with Section R803.1 shall be permitted in Seismic Design Categories A, B, and C.

Section R1001.3.1 of the California Residential Code is amended to read as follows:

R1001.3.1 Vertical reinforcing. For chimneys up to 40 inches (1016 mm) wide, four No. 4 continuous vertical bars adequately anchored into the concrete foundation shall be placed between wythes of solid masonry or within the cells of hollow unit masonry and grouted in accordance with Section R606. Grout shall be prevented from bonding with the flue liner so that the flue liner is free to move with thermal expansion. For chimneys more than 40 inches (1016 mm) wide, two additional No. 4 vertical bars adequately anchored into the concrete foundation shall be provided for each additional flue incorporated into the chimney or for each additional 40 inches (1016 mm) in width or fraction thereof.
84 Chapter 11 is added to the California Residential Code to read as follows:

CHAPTER 11

ROOF TOP EQUIPMENT
R1101.1 Equipment enclosures. Operating equipment, including associated ducting, located on the roof of a building shall be enclosed so as to be shielded from view in a horizontal plane or lower and so as to comply with the noise abatement provisions of Chapter 1 of Title 5 of the Beverly Hills Municipal Code. The enclosure finish shall match that of the building exterior walls.

Chapter 12 is added to the California Residential Code to read as follows:

CHAPTER 12

TENTS, AWNINGS, CANOPIES, AND UMBRELLAS
SECTION R1201
TENTS, AWNINGS, CANOPIES, AND UMBRELLAS – REQUIREMENTS
R1201.1 Permits required. No tent, awning, or canopy in excess of forty (40) square feet shall be erected or maintained on private property within the city without first obtaining a permit from the city building official. The permit fee shall be as established by resolution of the city council.

R1201.2 Temporary use. Tents, awnings, or canopies of cloth or pliable material shall be erected only as temporary shelters from the rain or sun and shall not be used as permanent structures or additions to the main building. Except as authorized by the city council or as otherwise specified in the municipal code, such structures shall not be used for the purpose of sheltering goods, wares, or merchandise or for the purpose of engaging in business in any manner thereunder.

Exception: The provisions of this section shall not prohibit the covering of materials stored in a yard with fire-retardant tarpaulins.

R1201.3 Restrictions and requirements. Any tent, awning, or other pliable material for which a permit is required under this section shall comply with the following:

1. All city code provisions and regulations shall be complied with;

2. An electrical permit shall be obtained by a duly licensed electrical contractor for any wiring or lighting to be installed;

3. All plastics used shall display approval by the office of the fire marshal of the state;

4. All cloth used shall be non-combustible or flame-retardant. Flame-retardant materials shall display the name of the treating agency, the date of the flame-retardant application, the type of flame-retardant used, and the flame-retardant certificate;

5. A testing flap shall be provided for the use of the fire department inspector;

6. A minimum of two (2) means of egress shall be provided for tents or canopies having an area of 1,000 square feet or more. Such means of egress shall be not less than five (5') 85 feet in width and located not less than one-fifth (1/5) of the perimeter of the structure apart.

Each means of egress shall be provided with exit signs as required by this code.

Chapter 13 is added to the California Residential Code to read as follows:

CHAPTER 13

PERMANENT OCCUPANCY OF PUBLIC PROPERTY
SECTION R1301

GENERAL
R1301.1 No part of any structure, or any appendage thereto, shall project beyond the property line of the building site, except as specified in this chapter and elsewhere in the Beverly Hills Municipal Code.

R1301.2 Structures or appendages regulated by this code shall be constructed of materials as permitted by this code.

R1301.3 The projection of any structure or appendage shall be the distance measured horizontally from the property line to the outermost point of the projection.

R1301.4. No provision of this chapter shall be construed to permit the violation of other laws and ordinances regulating the use and occupancy of public property.

SECTION R1302

BELOW GRADE
R1302.1 Below Grade. Portions of buildings or structures below grade shall not project beyond the property line of the building site except as otherwise provided in the Beverly Hills municipal code.

SECTION R1303

ABOVE GRADE
R1303.1 Streets and Alleys In Residential Zones. Projections beyond property lines adjacent to streets and alleys in residential zones shall not be permitted. 86 Chapter 14 is added to the California Residential Code to read as follows:

CHAPTER 14

PEDESTRIANS
SECTION R1401

PROTECTION OF PEDESTRIANS
R1401.1 Construction railings shall be painted, and maintained painted, in a neutral color.

R1401.2 Barriers and fences shall be painted, and maintained painted in a neutral color.

R1401.3 The space under the canopy over the walkway and the approaches thereto shall be kept well lighted with artificial lighting continuously between sunset and sunrise. An automated lighting that can be activated by time of day, ambient light levels, or motion shall be used.

Chapter 15 is added to the California Residential Code to read as follows:

CHAPTER 15

HILLSIDE BUILDING DISTRICT
SECTION R1501

HILLSIDE BUILDING DISTRICT ESTABLISHED
There is hereby established a hillside building district in the area designated in the ‘hillside building district map’ as set forth in this code. The specific regulations in this chapter shall apply to the hillside building district.

SECTION R1502

GEOLOGICAL AND FOUNDATION INVESTIGATIONS REQUIRED
R1502.1 Investigations required. Prior to issuing a building permit for any new building, structure, or addition to an existing building or structure on a site in the hillside building district where slopes exceed three (3) horizontal to one vertical or where unstable geological or soil conditions are known or suspected to exist, a geological and foundation investigation shall be conducted, and a report shall be submitted to the city building official by a geologist and a civil engineer registered in the state; provided, however, the city building official may issue a building permit for an addition to an existing building or structure without a geological and foundation inspection if such addition is located so as not to be affected by slopes exceeding three (3) horizontal to one vertical.

R1502.2 Prerequisites to permit issuance. Where a geological and foundation investigation required by this section indicates the presence of a geological hazard, and evidence indicates mitigating measures can offset or eliminate the hazard, the city building official shall issue a building permit provided all recommended mitigating measures are designed and incorporated into the proposed project and all other requirements of this code and the municipal code are met.

R1502.3 Denial of permits. Where a geological and foundation investigation indicates the presence of a geological hazard, and evidence indicates no mitigating measures can offset or eliminate the hazard, the city building official shall deny the issuance of a building permit for the proposed project.
87 SECTION R1503

FOUNDATION EMBEDMENT
Where foundations are placed on natural slopes or un-compacted fill, the foundation shall extend through the natural overburdened or un-compacted fill and rest in undisturbed, un-weathered, firm natural base materials. Foundations shall be designed to resist any vertical or lateral movement or overburden or fill.

SECTION R1504

SECTION R1505

ROOF DRAINAGE
Eave gutters and downspouts on structures located in the hillside building district shall be provided to collect all roof water and deposit it in non-erosive devices to a street or alley. Gutters, downspouts, and non-erosive devices shall be sized to accommodate a three (3") inch per hour rainfall.

Concentrated drainage shall not be discharged directly into alleys. All drainage shall be directed in a manner that promotes sheet flow, distributing runoff uniformly over a broad surface area, in order to prevent erosion, pavement damage, and safety hazards associated with concentrated and high-velocity flows.”
88 Section 5. Sections 9-1-301 and 9-1-302 of Article 3 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1-301 is hereby added to Article 3 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-301: ADOPTION OF CALIFORNIA ELECTRICAL CODE: The 2025 edition of the California Electrical Code, including all annexes except annex B, D, E, F, G, H and J, is hereby adopted by reference, subject to the provisions of Section 9-1-302, and the same shall be known and may be cited as the Electrical Code of the City of Beverly Hills.” “9-1-302: AMENDMENTS TO CALIFORNIA ELECTRICAL CODE The California Electrical Code is hereby amended as follows:

Section 701.1 of the California Electrical Code is amended to read as follows:
701.1 Scope.

A standby power system is required to be designed and installed in all new single-family dwellings and all existing single-family dwellings if:
(i) additions, alterations or repairs are made within any twelve (12) month period which exceed fifty percent (50%) of the value of such existing building, (ii) (ii) an addition is constructed which exceeds fifty percent (50%) of the square footage of the existing building, or
(iii) (iii) an addition of more than five thousand (5,000) square feet is constructed.

The standby source of power shall be a system allowed by Section 701.12.

The minimum rating of the standby power system shall be based on the demand load calculations of the dwelling pursuant to Article 220 of the current edition of the California Electrical Code. At a minimum, the standby power system shall be connected to all circuits and equipment considered essential, including one heating/cooling system, security systems, fire alarm and sprinkler systems, smoke detectors, openers for garage door(s) and gate(s), electric vehicle charging equipment, any sewage and sump pumps, communication and/or wireless equipment, general lighting and branch circuit outlets for kitchen, bathroom, bedroom, and common areas.

The provisions of this article apply to the electrical safety of the installation, operation, and maintenance of legally required standby systems consisting of circuits and equipment intended to supply, distribute, and control electricity when the normal electrical supply or system is interrupted.

The systems covered by this article consist only of those that are permanently installed in their entirety, including the power source.”
89 Section 6. Section 9-1-401 of Article 4 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1- 401 is hereby added to Article 4 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-401: ADOPTION OF CALIFORNIA MECHANICAL CODE: The 2025 edition of the California Mechanical Code, including all of the Appendices except A, D, E, F, G, H, I and J , is hereby adopted by reference, and the same shall be known and may be cited as the Mechanical Code of the City of Beverly Hills.”
Section 7. Sections 9-1-501 and 9-1-502 of Article 5 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of either section occurring prior to the effective date of this ordinance. New Sections 9-1-501 and 9-1-502 are hereby added to Article 5 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-501: ADOPTION OF CALIFORNIA PLUMBING CODE: The 2025 edition of the California Plumbing Code, including all of the Appendices except C, E, F, K, L, N, O, P, Q, R, and S thereto, is hereby adopted by reference, subject to the provisions of Section 9-1-502, and the same shall be known and may be cited as the Plumbing Code of the City of Beverly Hills.” “9-1-502: AMENDMENTS TO CALIFORNIA PLUMBING CODE:

The California Plumbing Code is hereby amended as follows:

Section D101.1 and Table D101.1 (for California) as set forth in Appendix D of the California Plumbing Code are amended to read as follows:

D 101.1 Maximum rates of rainfall for various cities.

The rainfall rates in Table D101.1 shall be used for design unless higher values are established locally.

TABLE D101.1
Maximum Rates of Rainfall for Various Cities
States and Cities
Storm Drainage
60-Minute Duration, 100-Year Return
Inches per Hour Gallon Per Minute per Square Foot

CALIFORNIA
Beverly Hills
Eureka
Lake Tahoe
Los Angeles
Lucerne Valley
Needles
Palmdale
Redding
San Diego
San Francisco
San Luis Obispo

3.0 1.5

1.3 2.0

2.5 1.5

3.0 1.5

1.5 1.5

1.5 0.031

0.016

0.014

0.021

0.026

0.016

0.031

0.016

0.016
90 Section 1211.8 of the California Plumbing Code is amended to read as follows:
1211.8 Seismic Gas Shutoff Valves
1211.8.1 Scope. A seismic gas shutoff valve shall be installed in compliance with the requirements of this section on each gas fuel line in all new single family dwellings, and all existing single family dwellings if:
(1) Additions, alterations or repairs are made within a 12 month period which exceeds 50% of the value of such existing building
(2) An addition is constructed which exceeds 50% of the square footage of the existing building
(3) An addition of more than 5000 sf is constructed
1211.8.2 Maintenance. Where the installation of a seismic gas shutoff valve is required by this section in any building or structure, that seismic gas shutoff valve shall be maintained for the life of that building or structure or shall be replaced with a valve complying with the requirements of this section.
1211.8.3 General Requirements. Where the installation of a seismic gas shutoff valve on a fuel line is required by this section, that valve must:
1211.8.3.1 Be mounted rigidly to the exterior of the building or structure containing the fuel line unless the building official determines that the seismic gas shutoff valve has been tested and listed for an alternate method of installation.
1211.8.3.2 Be installed downstream of the gas utility meter and the line serving the standby generator as required by Section 701.1 of the California Electrical Code.
1211.8.3.3 Be listed by an approved testing laboratory and certified by the Office of the State Architect.
1211.8.3.4 Have a thirty year warranty which warrants that the valve is free from defects and will continue to properly operate for thirty years from the date of installation.
1211.8.4 Critical Facilities. The requirements of this Section shall not apply to any building that is used by any public agency for the provision of emergency services, including fire, police, and similar public safety services.
12118.5 Definitions. For purposes of this section, certain terms shall be defined as follows:
1211.8.5.1 Downstream of the Gas Utility Meter shall refer to all customer owned gas piping.
1211.8.5.2 Seismic Gas Shutoff Valve shall mean a system consisting of a seismic sensing means and actuating means designed to automatically actuate a companion gas shutoff means installed in a gas piping system in order to shut off the gas downstream of the location of the gas shutoff means in the event of a severe seismic disturbance. The system may consist of separable components 91 or may incorporate all functions in a single body. The terms “seismically activated gas shutoff valves” and “earthquake sensitive gas shutoff valves”, are synonymous.
1211.8.5.3 Upstream of the Gas Utility Meter shall refer to all gas piping installed by the utility up to and including the meter and the utility’s bypass tee at the connection to the customer owned piping”
Section 8. Article 6 Uniform Swimming Pool, Spa and Hot Tub Code, including Sections 9-1- 601 and 9-1-602 is deleted in its entirety and replaced with “Reserved for future use.”.

Section 9. Article 7 Uniform Solar Energy Code, including Section 9-1-701 is deleted in its entirety and replaced with “Reserved for future use” .
92 Section 10. Article 8 Code for the Abatement of Dangerous Buildings of Title 9 of the Beverly Hills Municipal Code is amended to read as follows:
“ARTICLE 8. CODE FOR ABATEMENT OF DANGEROUS BUILDINGS
9-1-801: TITLE:

These regulations shall be known as the CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS, may be cited as such, and will be referred to herein as "this code". 9-1-802: PURPOSE AND SCOPE:

A. Purpose: It is the purpose of this code to provide a just, equitable and practicable method, to be cumulative with and in addition to any other remedy provided by the building code, housing code or otherwise available by law, whereby buildings or structures which from any cause endanger the life, limb, health, property, safety or welfare of the general public or their occupants may be required to be repaired, vacated or demolished.

The purpose of this code is not to create or otherwise establish or designate any particular class or group of persons who will or should be especially protected or benefited by the terms of this code.

B. Scope: The provisions of this code shall apply to all dangerous buildings and structures, as herein defined, which are now in existence or which may hereafter become dangerous in this jurisdiction.
9-1-803: ALTERATIONS, ADDITIONS, AND REPAIRS:

All buildings or structures which are required to be repaired under the provisions of this code shall be subject to the provisions of the existing building code. 9-1-804: ENFORCEMENT:

A. Administration: The building official is hereby authorized to enforce the provisions of this code. The building official shall have the power to render interpretations of this code and to adopt and enforce rules and supplemental regulations in order to clarify the application of its provisions.

Such interpretations, rules and regulations shall be in conformity with the intent and purpose of this code.

B. Inspections: The health officer, the fire marshal and the building official are hereby authorized to make such inspections and take such actions as may be required to enforce the provisions of this code.

C. Right Of Entry: When it is necessary to make an inspection to enforce the provisions of this code, or when the building official or the building official's authorized representative has reasonable cause to believe that there exists, or may exist, in an occupied or unoccupied building or upon a premises a condition which is contrary to or in violation of this code which makes the 93 building or premises unsafe, dangerous or hazardous, the building official may enter the building or premises at reasonable times to inspect or to perform the duties imposed by this code, provided that credentials be presented to the occupant, entry requested, and consent to entry is given by someone having apparent authority to provide such consent.

If entry is refused, the building official shall have recourse to the remedies provided by law to secure entry.
"Authorized representative" shall include the officers named in section 9-1-104 of this chapter and their authorized inspection personnel.

D. Abatement Of Dangerous Buildings: All buildings or portions thereof which are determined after inspection by the building official to be dangerous as defined in this code are hereby declared to be public nuisances and shall be abated by repair, rehabilitation, demolition or removal in accordance with the procedure specified in this code.

E. Violations: It shall be unlawful for any person to erect, construct, enlarge, alter, repair, move, improve, remove, convert or demolish, equip, use, occupy or maintain any building or structure or cause or permit the same to be done in violation of this code.

F. Inspection Of Work: All buildings or structures within the scope of this code and all construction or work for which a permit is required shall be subject to inspection by the building official in accordance with and in the manner provided by this code and section 9-1-111 of this chapter and the building code.

G. Hearing Officer:

1. General: In order to hear and decide appeals of orders, decisions or determinations made by the director of building and safety relative to the application and interpretation of this code, there shall be and is hereby created a hearing officer position designated by the city manager who is qualified by experience and training to pass upon matters pertaining to building construction and who has no involvement in the enforcement of this article. The hearing officer may adopt rules of procedure for conducting his or her business and shall render all decisions in writing to the appellant, with a duplicate copy to the director of building and safety. Appeals to the hearing officer shall be processed in accordance with the provisions contained in this article.

Copies of all rules or regulations adopted by the hearing officer shall be delivered to the director of building and safety, who shall make them freely accessible to the public.

2. Limitations Of Authority: The hearing officer shall have no authority relative to interpretation and enforcement of the administrative provisions of this code nor shall the officer be empowered to waive requirements of this code.
9-1-805: DEFINITIONS:

A. General: The definitions in article 1 of this chapter, and those stated in this section shall apply to this code. For the purpose of this code, certain terms, phrases, words and their derivatives shall be construed as also specified in the building code and the housing code. 94 Where terms are not defined, they shall have their ordinary accepted meanings within the context with which they are used. "Webster's Third New International Dictionary Of The English Language, Unabridged", copyright 1986, shall be considered as providing ordinary accepted meanings. Words used in the singular include the plural and the plural the singular. Words used in the masculine gender include the feminine and the feminine the masculine. “Section 9-1-805. B of the Code for the Abatement of Dangerous Buildings is amended to read as follows:

B. Definition Of Dangerous Building:

DANGEROUS BUILDING: Any building or structure, or portion thereof, which has any or all of the conditions or defects hereinafter described constitutes a dangerous building, provided that such conditions or defects exist to the extent that the life, health, property or safety of the public or its occupants are endangered. This includes unsafe, hazardous, and dangerous conditions listed in the 2024 International Property Maintenance Code as amended by the city of Beverly Hills, in addition to those conditions and defects listed below:

1. Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of fire or panic.

2. Whenever the walking surface of any aisle, passageway, stairway or other means of exit is so warped, worn, loose, torn or otherwise unsafe as to not provide safe and adequate means of exit in case of fire or panic.

3. Whenever the stress in any materials, member or portion thereof, due to all dead and live loads, is more than one and one-half (11
/2) times the working stress or stresses allowed in the building code for new buildings of similar structure, purpose or location.

4. Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the building code for new buildings of similar structure, purpose or location.

5. Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property.

6. Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one-half (1 /2) of that specified in the
building code for new buildings of similar structure, purpose or location without exceeding the working stresses permitted in the building code for such buildings.

7. Whenever any portion thereof has wracked, warped, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction.
95 8. Whenever the building or structure, or any portion thereof, because of: a) dilapidation, deterioration or decay; b) faulty construction; c) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such building; d) the deterioration, decay or inadequacy of its foundation; or e) any other cause, is likely to partially or completely collapse.

9. Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for the purpose for which it is being used.

10. Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle one-third (1
/3) of the base.

11. Whenever the building or structure, exclusive of the foundation, shows thirty three percent (33%) or more damage or deterioration of its supporting member or members, or fifty percent (50%) damage or deterioration of its nonsupporting members, enclosing or outside walls, or

12. Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become: a) an attractive nuisance to children; b) a harbor for vagrants, criminals or immoral persons; or as to c) enable persons to resort thereto for the purpose of committing unlawful or immoral acts.

13. Whenever any building or structure has been constructed, exists or is maintained in violation of any specific requirement or prohibition applicable to such building or structure provided by the technical codes of this jurisdiction, as specified in the building code or housing code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings.

14. Whenever any building or structure which, whether or not erected in accordance with all applicable laws and ordinances, has in any nonsupporting part, member or portion less than fifty percent (50%), or in any supporting part, member or portion less than sixty six percent (66%) of the: a) strength, b) fire resisting qualities or characteristics, or c) weather resisting qualities or characteristics required by law in the case of a newly constructed building of like area, height and occupancy in the same location.

15. Whenever a building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidation, decay, damage, faulty construction or arrangement, inadequate light, air or sanitation facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for human habitation or in such a condition that is likely to cause sickness or disease.

16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exits, lack of sufficient fire resistive construction, faulty electric wiring, gas connections or heating apparatus, or other cause, is determined by the fire marshal to be a fire hazard, or pursuant to the Beverly Hills municipal code.

17. Whenever any building or structure is in such a condition as to constitute a public nuisance known to the common law or in equity jurisprudence.

18. Whenever any portion of a building or structure remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a 96 period in excess of six (6) months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public.
9-1-806: NOTICES AND ORDERS OF THE BUILDING OFFICIAL:

A. Commencement Of Proceedings: When the building official has inspected or caused to be inspected any building and has found and determined that such building is a dangerous building, the building official may commence proceedings to cause the repair, vacation or demolition of the building.

B. Notice And Order: The building official shall issue a notice and order directed to the record owner of the building. The notice and order shall contain:

1. The street address and a legal description sufficient for identification of the premises upon which the building is located.

2. A statement that the building official has found the building to be dangerous with a brief and concise description of the conditions found to render the building dangerous under the provisions of subsection 9-1-805.B of this chapter.

3. A statement of the action(s) required to be taken as determined by the building official. a. If the building official has determined that the building or structure must be repaired, the order shall require that all required permits be secured therefor and the work physically commenced within such time (not to exceed 60 days from the date of the order) and completed within such time as the building official shall determine is reasonable under all of the circumstances.
b. If the building official has determined that the building or structure must be vacated, the order shall require that the building or structure shall be vacated within a time certain from the date of the order as determined by the building official to be reasonable. c. If the building official has determined that the building or structure must be demolished, the order shall require that the building be vacated within such time as the building official shall determine is reasonable (not to exceed 60 days from the date of the order); that all required permits be secured therefor within sixty (60) days from the date of the order; and that the demolition be completed within such time as the building official shall determine is reasonable.

4. Statements advising that if any required repair or demolition work (without vacation also being required) is not commenced within the time specified, the building official: a) will order the building vacated and posted to prevent further occupancy until the work is completed, and b) may proceed to cause the work to be done and charge the costs thereof against the property or its owner.

5. Statements advising: a) that any person having any record title or legal interest in the building may appeal from the notice and order or any action of the director of building and safety to the hearing officer, provided the appeal is made in writing as provided in this code and filed with the director of building and safety within thirty (30) days from the date of service of such 97 notice and order; and b) that failure to appeal will constitute a waiver of all right to an administrative hearing and determination of the matter.

C. Service Of Notice And Order: The notice and order, and any amended or supplemental notice and order, shall be served upon the record owner and posted on the property; and one copy thereof shall be served on each of the following if known to the building official or disclosed from official public records: the holder of any mortgage or deed of trust or other lien or encumbrance of record; the owner or holder of any lease of record; and the holder of any other estate or legal interest of record in or to the building or the land on which it is located. The failure of the building official to serve any person required herein to be served shall not invalidate any proceedings hereunder as to any other person duly served or relieve any such person from any duty or obligation imposed by the provisions of this section.

D. Method Of Service: Service of the notice and order shall be made upon all persons entitled thereto either personally or by mailing a copy of such notice and order by certified mail, postage prepaid, return receipt requested, to each such person at their address as it appears on the last equalized assessment roll of the county or as known to the building official. If no address of any such person so appears or is known to the building official, then a copy of the notice and order shall be so mailed, addressed to such person, at the address of the building involved in the proceedings.

The failure of any such person to receive such notice shall not affect the validity of any proceedings taken under this section. Service by certified mail in the manner herein provided shall be effective on the date of mailing.

E. Proof Of Service: Proof of service of the notice and order shall be certified to at the time of service by a written declaration under penalty of perjury executed by the persons effecting service, declaring the time, date and manner in which service was made. The declaration, together with any receipt card returned in acknowledgment of receipt by certified mail shall be affixed to the copy of the notice and order retained by the building official.

F. Recordation Of Notice And Order: If compliance is not had with the order within the time specified therein, and no appeal has been properly and timely filed, the building official may file in the office of the county recorder a certificate describing the property and certifying: 1) that the building is a dangerous building and 2) that the owner has been so notified. Whenever the corrections ordered shall thereafter have been completed or the building demolished so that it no longer exists as a dangerous building on the property described in the certificate, the building official shall file a new certificate with the county recorder certifying that the building has been demolished or all required corrections have been made so that the building is no longer dangerous, whichever is appropriate.

G. Repair, Vacation And Demolition: The following standards shall be followed by the director of building and safety in ordering the repair, vacation or demolition of any dangerous building or structure:

1. Any building declared a dangerous building under this code shall be made to comply with one of the following:
a. The building shall be repaired in accordance with the current technical codes; or b. The building shall be demolished at the option of the building owner; or 98 c. If the building does not constitute an immediate danger to the life, limb, property or safety of the public it may be vacated, secured and maintained against entry. d. If a building is vacated and secured against entry indicated in subsection G1c of this section, the entire premises where such building is located shall be maintained in accordance with the provisions of title 5, chapter 7 of the Beverly Hills municipal code. Unless otherwise approved by the building official, the repairs or demolition of such building shall be commenced within a period not exceeding ninety (90) days from its vacation, unless the building official authorizes a longer period in writing of cause. If the repairs or demolition are not commenced as indicated, the building shall then be considered a public nuisance and be abated as provided for in section 5-7-8 of the Beverly Hills municipal code.

2. If the building or structure, or portion thereof, is in such condition as to make it immediately dangerous to the life, limb, property or safety of the public or its occupants, it shall be ordered to be vacated and then be repaired or demolished as indicated in subsection G.1.d of this section.

The emergency powers set forth in subsection 9-1-105.N of this chapter shall apply in such instances.

H. Notice To Vacate:

1. Notice: Every notice to vacate shall, in addition to being served as provided in this section, be posted at or upon each exit of the building and shall be in substantially the following form:

ORDER TO VACATE/ORDER TO NOT ENTER

UNSAFE TO OCCUPY
It is a misdemeanor to occupy this building, or to remove or deface this notice, or to violate an Order to Vacate and/or Order to Not Enter.

Building Official
City of Beverly Hills

2. Compliance: Whenever such notice is posted, the building official shall include a notification thereof in the notice and order issued under subsection B of this section, reciting the emergency and specifying the conditions which necessitate the posting. No person shall remain in or enter any building which has been so posted. The building official may, prior to a rescission of an order to vacate and/or an order to not enter, authorize persons in writing to enter such premises for the purpose of abating dangerous or unlawful conditions therein, and to impose conditions on such entries. No person shall remove or deface any such notice after it is posted until the required repairs, demolition or removal have been completed and a certificate of occupancy issued pursuant to the provisions of the building code. No person shall violate an order to vacate and/or an order to not enter, or any condition of an authorized entry. 9-1-807: APPEALS:

A. Form Of Appeal: Any person entitled to service under subsection 9-1-806.C of this chapter may appeal from any notice and order or any action of the building official under this code by filing at the development services division ("division") a written appeal containing:
99 1. A heading in the words: "Before the hearing officer of the City of Beverly Hills".

2. A caption reading: "Appeal of........", giving the names of all appellants participating in the appeal.

3. A brief statement setting forth the legal interest of each of the appellants in the building or the land involved in the notice and order.

4. A brief statement in ordinary and concise language of the specific order or action protested, together with any material facts claimed to support the contentions of the appellant.

5. A brief statement in ordinary and concise language of the relief sought and the reasons why it is claimed the protested order or action should be reversed, modified or otherwise set aside.

6. The signatures of all parties named as appellants and their official mailing addresses.

7. The verification (by declaration under penalty of perjury) of at least one appellant as to the truth of the matters stated in the appeal.

The appeal shall be filed within thirty (30) days from the date of the service of such order or action of the building official; provided, however, that if the building or structure is in such condition as to make it immediately dangerous to the life, limb, property or safety of the public or adjacent property and is ordered vacated and is posted in accordance with subsection 9-1-806.C of this chapter such appeal shall be filed within ten (10) days from the date of the service of the notice and order of the building official.

B. Processing Of Appeal: Upon receipt of a timely appeal filed pursuant to this section, an informal hearing shall be scheduled to occur before a hearing officer who shall be appointed by the city manager or designee and who shall be any person having no involvement with the division's issuance of a notice under this article.

C. Scheduling And Noticing Appeal For Hearing: The hearing shall occur within thirty (30) days of the division's receipt of a timely appeal. Written notice of the time and place of the hearing shall be given at least ten (10) days prior to the date of the hearing to each appellant by the building official by first class mail. Failure of any person to receive a properly addressed notice pursuant to this section shall not affect any appeal hearing.

D. Effect Of Failure To Appeal: Failure of any person to file a timely appeal in accordance with the provisions of subsection A of this section shall constitute a waiver of the right to an administrative hearing and adjudication of the notice and order or any portion thereof. In that event, the notice and order shall be final.

E. Scope Of Hearing On Appeal: Only those matters or issues specifically raised by the appellant shall be considered in the hearing of the appeal.

F. Staying Of Order Under Appeal: Except for vacation orders made pursuant to subsection 9- 1-806.H of this chapter, enforcement of any notice and order of the building official issued under this code shall be stayed during the pendency of an appeal therefrom which is properly and timely filed.
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9-1-808: APPEAL PROCEDURES:

A. General:

1. Record: A record of the entire proceedings shall be made by tape recording or by any other means of permanent recording determined to be appropriate by the hearing officer.

2. Reporting: The proceedings at the hearing shall also be reported by a phonographic reporter if requested by any party thereto. A transcript of the proceedings shall be made available to all parties upon request and upon payment of the fee prescribed therefor. Such fees shall be as established by the city council resolution.

3. Continuances: The hearing officer may grant continuances that are requested by an applicant from the division for good cause shown.

4. Oaths; Certification: In any proceedings under this chapter, the hearing officer has the power to administer oaths and affirmations and to certify to official acts.

5. Reasonable Dispatch: The hearing officer shall proceed with reasonable dispatch to conclude any matter before him or her. Due regard shall be shown for the convenience and necessity of any parties or their representatives.

B. Form Of Notice Of Hearing: The notice to appellant shall be substantially in the following form, but may include other information:

You are hereby notified that a hearing will be held before the hearing officer at on the day of , 20 , at the hour , concerning your appeal. You may be present at the hearing. You may be, but need not be, represented by counsel. You may present any relevant evidence and will be given full opportunity to cross-examine all witnesses testifying against you.

C. Conduct Of Hearing:

1. Rules: Hearings need not be conducted according to the technical rules of evidence.

2. Oral Evidence: Oral evidence shall be taken only on oath or affirmation.

3. Hearsay Evidence: Hearsay evidence may be used for the purpose of supplementing or explaining any direct evidence, but shall not be sufficient in itself to support a finding unless it would be admissible over objection in civil actions in courts of competent jurisdiction in this state.

4. Admissibility Of Evidence: Any relevant evidence shall be admitted if it is the type of evidence on which responsible persons are accustomed to rely in the conduct of serious affairs, regardless of the existence of any common law or statutory rule which might make improper the admission of such evidence over objection in civil actions in courts of competent jurisdiction in this state.

5. Exclusion Of Evidence: Irrelevant and unduly repetitious evidence shall be excluded.

6. Rights Of Parties: Each party shall have these rights, among others:
a. To call and examine witnesses on any matter relevant to the issues of the hearing; 101
b. To introduce documentary and physical evidence;
c. To cross examine opposing witnesses on any matter relevant to the issues of the hearing;
d. To impeach any witness regardless of which party first called the witness to testify; e. To rebut the evidence; and
f. To be represented by anyone who is lawfully permitted to do so.

7. Official Notice:
a. When Taken: In reaching a decision, official notice may be taken, either before or after submission of the case for decision, of any fact which may be judicially noticed by the courts of this state or of official records of the board or departments and ordinances of the city or rules and regulations of the hearing officer.
b. Parties To Be Notified: Parties present at the hearing shall be informed of the matters to be noticed, and these matters shall be noted in the record, referred to therein, or appended thereto.
c. Opportunity To Refute: Parties present at the hearing shall be given a reasonable opportunity, on request, to refute the officially noticed matters by evidence or by written or oral presentation of authority, the manner of such refutation to be determined by the hearing officer. d. Inspection Of The Premises: The hearing officer may inspect any building or premises involved in the appeal during the course of the hearing, provided that: 1) notice of such inspection shall be given to the parties before the inspection is made, 2) the parties are given an opportunity to be present during the inspection, and 3) the hearing officer shall state for the record upon completion of the inspection the material facts observed and the conclusions drawn therefrom.

Each party then shall have a right to rebut or explain the matters so stated by the hearing officer.

D. Method And Form Of Decision: The decision shall be in writing and shall contain findings of fact, a determination of the issues presented, and the requirements to be complied with. A copy of the decision shall be served upon the appellant(s) and the division by first class mail. The effective date of the decision shall be as stated therein. A decision is final. Failure to comply with a decision constitutes a violation of this code.
9-1-809: ENFORCEMENT OF THE ORDER OF THE DIRECTOR OF BUILDING AND SAFETY OR THE HEARING OFFICER:

A. Compliance:

1. General: After any order of the director of building and safety, or hearing officer shall have become final, no person to whom any such order is directed shall fail, neglect or refuse to comply therewith. Any such person who fails to comply with any such order, or who maintains a dangerous building, is guilty of a misdemeanor. Maintenance of a dangerous building constitutes an unlawful public nuisance and a violation of this code. Persons responsible therefor are subject to any remedy set forth in the Beverly Hills municipal code. 102

2. Failure To Obey Order: If, after any order of the director of building and safety made pursuant to this code has become final, the person to whom such order is directed shall fail, neglect or refuse to obey such order, the building official may: a) cause such person to be prosecuted under this subsection A or b) institute any appropriate action to abate such building as a public nuisance in accordance with the provisions of title 5, chapter 7 of the Beverly Hills municipal code.

3. Failure To Commence Work: Whenever the required repair or demolition is not commenced within thirty (30) days after any final notice and order issued under this code becomes effective:
a. The director of building and safety shall cause the building described in such notice and order to be vacated by posting at each entrance thereto a notice reading:

DANGEROUS BUILDING

ORDER TO VACATE / ORDER TO NOT ENTER

DO NOT OCCUPY
It is a misdemeanor to occupy this building, or to remove or deface this notice, or to violate an Order to Vacate and/or an Order to Not Enter.

Director of Building and Safety
City of Beverly Hills
b. No person shall remain in or enter any building which has been posted as specified in this section. No person shall remove or deface any such notice so posted until the repairs, demolition or removal ordered by the director of building and safety have been completed and a certificate of occupancy issued pursuant to the provisions of the building code. No person shall violate an order to vacate and/or an order to not enter. c. The director of building and safety may, in addition to any other remedy herein provided, cause the building to be repaired to the extent necessary to correct the conditions which render the building dangerous as set forth in the notice and order; or, if the notice and order required demolition, to cause the building to be sold and demolished or demolished and the materials, rubble and debris therefrom removed and cleanup of the lot. Any such repair or demolition work shall be accomplished and the cost thereof paid and recovered in the manner outlined in title 5, chapter 7 of the Beverly Hills municipal code.

B. Extension Of Time To Perform Work: Upon receipt of an application from the person required to conform to the order and by agreement of such person to comply with the order if allowed additional time, the director of building and safety may grant an extension of time, not to exceed an additional one hundred twenty (120) days, within which to complete said repair, rehabilitation or demolition, if the director of building and safety determines that such an extension of time will not create or perpetuate a situation imminently dangerous to life or property. The director of building and safety's authority to extend time is limited to the physical repair, rehabilitation or demolition of the premises and will not in any way affect the time to appeal the notice and order.
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C. Interference With Repair Or Demolition Work Prohibited: No person shall obstruct, impede or interfere with any officer, employee, contractor or authorized representative of this jurisdiction or with any person who owns or holds any estate or interest in any building which has been ordered repaired, vacated or demolished under the provisions of this code; or with any person to whom such building has been lawfully sold pursuant to the provisions of this code, whenever such officer, employee, contractor or authorized representative of this jurisdiction, person having an interest or estate in such building or structure, or purchaser is engaged in the work of repairing, vacating and repairing, or demolishing any such building, pursuant to the provisions of this code, or in performing any necessary act preliminary to or incidental to such work or authorized or directed pursuant to this code.
9-1-810: CITY PERFORMANCE OF WORK OF REPAIR OR DEMOLITION:

A. General:

1. Procedure: Upon an owner's failure to abate a dangerous building in a timely manner, as determined by the building official, that official may initiate an administrative action pursuant to title 5, chapter 7 of the Beverly Hills municipal code to establish the city's right to abate unlawful conditions. Plans and specifications therefor may be prepared by said official, or he/she may employ consultants as deemed reasonably necessary to abate a dangerous building.

2. Costs: The cost of such abatement actions shall be paid from the repair and demolition fund, and may be made a special assessment or a nuisance abatement lien against the property involved. The city's abatement cost shall also constitute a personal obligation of the property owner(s).

B. Repair And Demotion Fund:

1. General: The legislative body of this jurisdiction shall establish a special revolving fund to be designated as the repair and demolition fund. Payments shall be made out of said fund upon the demand of the director of building and safety to defray the costs and expenses which may be incurred by this jurisdiction in doing or causing to be done the necessary work of repair or demolition of dangerous buildings.

2. Transfers: The legislative body may at any time transfer to the repair and demolition fund, out of any money in the general fund of this jurisdiction, such sums as it may deem necessary in order to expedite the performance of the work of repair or demolition, and any sum so transferred shall be deemed a loan to the repair and demolition fund and shall be repaid out of the proceeds of the collections hereinafter provided for. All funds collected under the proceedings hereinafter provided for shall be paid to the treasurer of this jurisdiction who shall credit the same to the repair and demolition fund.”
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Section 11. Article 9 Uniform Housing Code of Title 9 of the Beverly Hills Municipal Code is hereby amended to read as follows:
“ARTICLE 9. UNIFORM HOUSING CODE”
9-1-901: ADOPTION OF UNIFORM HOUSING CODE:

There is hereby adopted by reference the 1997 edition of the Uniform Housing Code published by the International Conference of Building Officials, except for chapter 16; and the sections and chapters of the state housing law under which local agencies act as the enforcement authority, and subject to the amendments in section 9-1-902 of this article. 9-1-902: AMENDMENTS TO UNIFORM HOUSING CODE:

The Uniform Housing Code adopted pursuant to section 9-1-901 of this article is hereby amended as follows:

Section 203 of the Uniform Housing Code is hereby amended as follows:

Section 203 Hearing Officer.
203.1 General.

In order to hear and decide appeals of orders, decisions or determinations made by the Director of Building and Safety relative to the application and interpretation of this code, there shall be and is hereby created a hearing officer position designated by the City Manager who is qualified by experience and training to pass upon matters pertaining to building construction and who is not an employee of the City. The hearing officer shall adopt rules of procedure for conducting his or her business and shall render all decisions in writing to the appellant, with a duplicate copy to the Director of Building and Safety. Appeals to the hearing officer shall be processed in accordance with the provisions contained in Section 1201 of this code. Copies of all rules or regulations adopted by the hearing officer shall be delivered to the Director of Building and Safety, who shall make them freely accessible to the public.

Section 203.2 of the Uniform Housing Code is hereby amended as follows:
203.2 Limitations of Authority.

The hearing officer shall have no authority relative to interpretation of the administrative provisions of this code nor shall the officer be empowered to waive requirements of this code.

Section 401 of the Uniform Housing Code is hereby amended by amending the following definition:

Health officer is the Director of Building and Safety or his or her designee.

Paragraph No. 5 of Section 1101.2 of the Uniform Housing Code is hereby amended as follows:

5. Statements advising (i) that any person having any record title or legal interest in the building may appeal from the notice and order or any action of the Director of Building and Safety to the Hearing Officer, provided the appeal is made in writing as provided in this code and filed with the 105
director of Building and Safety within 30 days from the date of service of such notice and order; and (ii) that failure to appeal will constitute a waiver of all right to an administrative hearing and determination of the matter.

Paragraph No. 1 of Section 1201.1 of the Uniform Housing Code is hereby amended as follows:

1. A heading in the words: "Before the hearing officer of the City of Beverly Hills" Section 1201.2 of the Uniform Housing Code is hereby amended as follows:
1201.2 Processing of Appeal.

Upon receipt of any appeal filed pursuant to this section, the Director of Building and Safety shall present it at the next regular or special meeting with the hearing officer.

Section 1201.3 of the Uniform Housing Code is hereby amended as follows:
1201.3 Scheduling and Noticing Appeal for Hearing.

As soon as practicable after receiving the written appeal, the hearing officer shall fix a date, time and place for the hearing of the appeal. Such date shall not be less than 10 days from the date the appeal was filed and no more than 60 days from the date the appeal was filed with the Director of Building and Safety. Written notice of the time and place of the hearing shall be given at least 10 days prior to the date of the hearing to each of the appellant by the Director of building and Safety either by causing a copy of such notice to be delivered to the appellant personally or by mailing a copy thereof, postage prepaid, addressed to the appellant at the address shown on the appeal.

Section 1301 of the Uniform Housing Code is hereby amended as follows:

Section 1301 General
1301.1 Record.

A record of the entire proceeding shall be made by tape or by any other means of permanent recording determined to be appropriate by the hearing officer. 1301.2 Reporting.

The proceedings at the hearing shall be also be reported by a phonographic reporter if requested by any party thereto. A transcript of the proceedings shall be made available to all parties upon request and upon payment of fees prescribed therefor. Such fees shall be as established by the City Council Resolution.
1301.3 Continuances.

The hearing officer may grant continuances for good cause shown. 1301.4 Oaths-Certification.

In any proceeding under this chapter, the hearing officer has the power to administer oaths and affirmations and to certify to official acts.
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1301.5 Reasonable Dispatch.

The hearing officer shall proceed with reasonable dispatch to conclude any matter before him or her. Due regard shall be shown for the convenience and necessity of any parties or their representatives.

Section 1302 of the Uniform Housing Code is hereby amended as follows:

Section 1302 Form of Notice of Hearing.

The notice to appellant shall be substantially in the following form, but may include other information: "You are hereby notified that a hearing will be held before the hearing officer at .......... on the ............... day of .............., 20....., at the hour .........., upon the notice and order served upon you. You may be present at the hearing. You may be, but need not be, represented by counsel. You may present any relevant evidence and will be given full opportunity to crossexamine all witnesses testifying against you. You may request the issuance of subpoenas to compel the attendance of witnesses and the production of books, documents or other things by filing an affidavit therefor with the hearing officer.

Section 1303.1 of the Uniform Housing Code is hereby amended as follows:

Section 1303.1 Filing of Affidavit.

The hearing officer may obtain the issuance and service of a subpoena for the attendance of witnesses or the production of other evidence at a hearing upon the written demand of any party.

The issuance and service of such subpoena shall be obtained upon the filing of an affidavit therefor which states the name and address of the proposed witness; specifies the exact things sought to be produced and the materiality thereof in detail to the issues involved; and states that the witness has the desired things in possession or under control. A subpoena need not be issued when the affidavit is defective in any particular.

Section 1303.2 of the Uniform Housing Code is hereby amended as follows:

Section 1303.2 Cases Referred to the Hearing Officer.

In cases where a hearing is referred to the hearing officer, all subpoenas shall be obtained through the hearing officer.

Section 1304.7.1 of the Uniform Housing Code is hereby amended as follows:

Section 1304.7.1. What may be noticed.

In reaching a decision, official notice may be taken, either before or after submission of the case for decision, of any fact, which may be judicially noticed by the courts of this state, or of official records of the department and ordinances of the City.

Section 1304.7.3 of the Uniform Housing Code is hereby amended as follows:

Section 1304.7.3 Opportunity to refute.
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Parties present at the hearing shall be given a reasonable opportunity, on request, to refute the officially noticed matters by evidence or by written or oral presentation of authority, the manner of such refutation to be determined by the hearing officer.

Section 1304.7.4 of the Uniform Housing Code is hereby amended as follows:

Section 1304.7.4 Inspection of the premises.

The hearing officer may inspect any building or premises involved in the appeal during the course of the hearing, provided that (i) notice of such inspection shall be given to the parties before the inspection is made, (ii) the parties are given an opportunity to be present during the inspection, and (iii) the hearing officer shall state for the record upon completion of the inspection the material facts observed and the conclusions drawn therefrom. Each party then shall have a right to rebut or explain the matters so stated by the hearing officer.

Section 1305 of the Uniform Housing Code is hereby amended as follows:

SECTION 1305 METHOD AND FORM OF DECISION
Section 1305.1 Hearing before Board Itself. Deleted
Section 1305.2 Hearing by the Examiner. Deleted
Section 1305.3 Consideration of Report by Board - Notice. Deleted Section 1305.4 Exception to Report. Deleted
Section 1305.5 Disposition by the Board. Deleted
Section 1305.6 Proposed Decision Not Adopted. Deleted
Section 1305.7 Form Of Decision.

The decision shall be in writing and shall contain findings of fact, a determination of the issues presented, and the requirements to be complied with. A copy of the decision shall be delivered to the appellant personally or sent by certified mail, postage prepaid, return receipt requested.

Section 1305.8 Effective Date Of Decision.

The effective date of the decision shall be as stated therein.

The title of chapter 14 of the Uniform Housing Code is hereby amended as follows:

Chapter 14 Enforcement Of The Order Of The Director Of Building And Safety Or The Hearing Examiner.

Section 1401.1 of the Uniform Housing Code is hereby amended as follows:

Section 1401.1 General.

After any order of the director of the building and safety or the hearing officer made pursuant to this code shall have become final, no person to whom any such order is directed shall fail, neglect 108
or refuse to obey any such order. Any person who fails to comply with any such order is guilty of a misdemeanor.

Section 1401.2 of the Uniform Housing Code is hereby amended as follows:

Section 1401.2 Failure To Obey Order.

If, after any order of the director of building and safety made pursuant to this code has become final, the person to whom such order is directed shall fail, neglect, or refuse to obey such order, the director of building and safety may (i) cause such person to be prosecuted under section 1401.1 or (ii) institute any appropriate action to abate such building as a public nuisance in accordance with the provisions of title 5, chapter 7 of the Beverly Hills municipal code.

Paragraph no. 3 of section 1401.3 of the Uniform Housing Code is hereby amended as follows:

3. The director of building and safety may, in addition to any other remedy herein provided, cause the building to be repaired to the extent necessary to correct the conditions which render the building dangerous as set forth in the notice and order; or, if the notice and order required demolition, or removal of the materials, rubble and debris and cleanup of the lot. Any such repair or demolition work shall be accomplished and the cost thereof paid and recovered in the manner outlined in title 5, chapter 7 of the Beverly Hills municipal code.

Section 1502.1 of the Uniform Housing Code is hereby amended as follows Section 1502.1 General.

The legislative body of this jurisdiction shall establish a special revolving fund to be designated as the repair and demolition fund. Payments shall be made out of said fund upon the demand of the director of building and safety to defray the costs and expenses which may be incurred by this jurisdiction in doing or causing to be done the necessary work of repair or demolition of dangerous buildings.”
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Section 12. Sections 9-1-1101 and 9-1-1102 of Article 11 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Sections occurring prior to the effective date of this ordinance. New Sections 9-1-1101 and 9-1-1102 are hereby added to Article 11 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1101: ADOPTION OF CALIFORNIA GREEN BUILDING STANDARDS CODE: The 2025 edition of the California Green Building Standards Code, including the Appendices thereto, is hereby adopted by reference, subject to the provisions of Section 9-1-1102, and the same shall be known and may be cited as the Green Building Standards Code of the City of Beverly Hills.” “9-1-1102: AMENDMENTS TO CALIFORNIA GREEN BUILDING STANDARDS CODE:

The California Green Building Standards Code adopted pursuant to Section 9-1-1101 is hereby amended as follows:

Section 102.1.1 is added to the California Green Building Standards Code to read as follows:
102.1.1 Electronic construction documents. The enforcing agency is authorized to require construction documents, including plans, to be submitted in an acceptable electronic format.” Section 4.106.4.1 of the California Green Building Standards Code is amended to read as follows:

4.106.4.1 New One- And Two-Family Dwellings and Townhouses With Private Garages For each new dwelling unit that is provided with parking, install a minimum of one (1) Low Power Level 2 Electric Vehicle Charging Receptacle or a Level 2 Electric Vehicle Supply Equipment (EVSE).

Exception: Deleted

4.106.4.1.1 Identification Deleted
Section 4.304.2 is added to the California Green Building Standards Code to read as follows:

4.304.2 Metering Outdoor Water Use. A landscape water meter provided by the City of Beverly Hills shall be installed for landscape irrigation for the following projects. The term aggregate landscape area includes areas of new landscaping, relandscaping, and existing landscaping to remain.

1. New residential building on a site with an aggregate landscape area of 500 square feet or more.

Exception: Accessory Dwelling Units that do not meet any of the other conditions. 110

2. Additions and/or alterations to an existing residential building on a site with an aggregate landscape area of 500 square feet or more, where the building supply line or water meter is being replaced or upgraded.

3. Relandscaping or new landscaping projects of 2,500 square feet or more.” Section 4.305 of the California Green Building Standards Code is amended to read as follows:

SECTION 4.305

WATER REUSE SYSTEMS

4.305.1 Cooling Towers [N]. Cooling towers shall comply with Section 4.305.2.1 or 4.305.2.2.

4.305.1.1 Existing Buildings. Buildings with existing cooling towers shall install cooling towers of a minimum of 6 cycles of concentration (blowdown) or better upon replacement.

4.305.1.2 New Buildings. New Buildings shall with cooling towers shall install cooling towers of a minimum of 6 cycles of concentration (blowdown) or better.” Section 5.304.7 is added to the California Green Building Standards Code to read as follows:

5.304.7 Metering Outdoor Water Use. A landscape water meter provided by the City of Beverly Hills shall be installed for landscape irrigation for the following:

1. New construction projects with aggregate landscape area over 500 square feet.

2. Any construction project for which a new water meter is being requested.

3. When required by the California Department of Water Resources Model Water Efficient Landscape Ordinance.”
Section 5.305 of the California Green Building Standards Code is amended to read as follows:

SECTION 5.305

WATER REUSE SYSTEMS

5.305.1. Cooling Towers. Cooling towers shall comply with Section 5.305.1.1 or 5.305.1.2.

5.305.1.1 Existing Buildings. Buildings with existing cooling towers shall install cooling towers of a minimum of 6 cycles of concentration (blowdown) or better upon replacement.

5.305.1.2. New Buildings [N]. New Buildings with cooling towers shall install cooling towers of a minimum of 6 cycles of concentration (blowdown) or better.” 111
Section 13. Section 9-1-1201 of Article 12 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1- 1201 is hereby added to Article 12 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1201: ADOPTION OF CALIFORNIA ENERGY CODE: The 2025 edition of the California Energy Code is hereby adopted by reference, and the same shall be known and may be cited as the Energy Code of the City of Beverly Hills.”
Section 14. Section 9-1-1301 of Article 13 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1- 1301 is hereby added to Article 13 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1301: ADOPTION OF CALIFORNIA HISTORICAL BUILDING CODE: The 2025 edition of the California Historical Building Code is hereby adopted by reference, and the same shall be known and may be cited as the Historical Building Code of the City of Beverly Hills.

Section 8-706.1.2 of the California Historical Building Code is amended to read as follows:
8-706.1.2
Evaluation and seismic improvement of unreinforced masonry bearing wall buildings shall comply with the California Existing Building Code (CEBC), Appendix Chapter A1 2025 Edition, and as modified by the CHBC.

Exceptions:

1. Alternative standards may be used on a case-by-case basis when approved by the authority having jurisdiction. It shall be permitted to exceed the strength limitation of 100 psi in Section A108.2 of the CEBC when test data and building configuration supports higher values subject to the approval of the authority having jurisdiction.

2. CEBC Section A102.2 shall not apply to Qualified Historical Buildings in Risk Category III buildings and other structures whose primary occupancies are public assembly with an occupancy load greater than 300.

Section 8-805.1 of the California Historical Building Code is amended to read as follows:
8-805.1 Existing solid masonry.

Existing solid masonry walls of any type, except adobe, may be allowed, without testing, a maximum ultimate strength of 9 pounds per square inch (62.1 kPa) in shear where there is a qualifying statement by the architect or engineer that an inspection has been made, that mortar joints are filled and that both brick and mortar are reasonably good. The shear stress above applies to unreinforced masonry, except adobe, where the maximum ratio of unsupported height or length to thickness does not exceed 13, and where minimum quality mortar is used or exists.

Wall height or length is measured to supporting or resisting elements that are at least twice as stiff as the tributary wall. Stiffness is based on the gross section. Shear stress may be increased 112
by the addition of 10 percent of the axial direct stress due to the weight of the wall directly above.

Higher-quality mortar may provide a greater shear value and shall be tested in accordance with Appendix A, Chapter A1 of the California Existing Building Code (CEBC) 2025 edition, and as modified by the CHBC.

Section 8-805.2.1 of the California Historical Building Code is amended to read as follows:
8-805.2.1 Solid-backed stone masonry.

Stone masonry solidly backed with brick masonry shall be treated as solid brick masonry as described in Section 8-805.1 and in the 2025 California Existing Building Code, provided representative testing and inspection verifies solid collar joints between stone and brick and that a reasonable number of stones lap with the brick wythes as headers or that steel anchors are present. Solid stone masonry where the wythes of stone effectively overlap to provide the equivalent header courses may also be treated as solid brick masonry.

Section 8-805.2.3 of the California Historical Building Code is amended to read as follows:
8-805.2.3 Testing of stone masonry.

Testing of stone masonry shall be similar to the 2025 California Existing Building Code requirements for brick masonry, except that representative stones which are not interlocked shall be pulled outward from the wall and shear area appropriately calculated after the test.” Section 15. Section 9-1-1401 of Article 14 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1- 1401 is hereby added to Article 14 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1401: ADOPTION OF CALIFORNIA EXISTING BUILDING CODE: The 2025 edition of the California Existing Building Code is hereby adopted by reference, excluding sections 1.8.4 through 1.8.10, 1.9.2, Chapter 1, Division II, Sections 317 through 323, Chapters 3A, 4A, and 5A, and Appendix Chapter A4, B, C, D, E and Resource A, and the same shall be known and may be cited as the Existing Building Code of the City of Beverly Hills.

Sections 101 through 117 of the California Existing Building Code are deleted.

Section 301.1 excluding exceptions, of the California Existing Building Code is amended to read as follows:
301.1 Applicability.

The repair, alteration, change of occupancy, addition or relocation of all existing buildings shall comply with Section 301.2, 301.3 or 301.4. The provisions of Sections 302 through 309 shall apply to all alterations, repairs, additions, relocation of structures and changes of occupancy regardless of compliance method.

Additions, alterations or repairs to an existing building or structure which are located within the Wildland-Urban Interface Fire Area shall comply with the requirements of BHMC Article 17. 113
Sections 301.3.3 and 301.4 of the California Existing Building Code are deleted.

Chapters 12 through 14 of the California Existing Building Code are deleted.” Section 16. Section 9-1-1501 of Article 15 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code is hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Section occurring prior to the effective date of this ordinance. New Section 9-1- 1501 is hereby added to Article 15 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1501: ADOPTION OF CALIFORNIA REFERENCED STANDARDS CODE: The 2025 edition of the California Referenced Standards Code is hereby adopted by reference, and the same shall be known and may be cited as the Referenced Standards Code of the City of Beverly Hills.”
Section 17. Sections 9-1-1601 and 9-1-1602 of Article 16 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code are hereby repealed, provided, however, that such repeal shall not affect or excuse any violation of said Sections occurring prior to the effective date of this ordinance. New Sections 9-1-1601 and 9-1-1602 are hereby added to Article 16 of Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“9-1-1601: ADOPTION OF INTERNATIONAL PROPERTY MAINTENANCE CODE: The 2024 Edition of the International Property Maintenance Code published by the International Code Conference, is hereby adopted by reference, including all appendices except Appendix B , subject to the amendments set forth in Section 9-1-1602 of this chapter, and the same shall be known and may be cited as the Property Maintenance Code of the City of Beverly Hills.” “9-1-1602: AMENDMENTS TO INTERNATIONAL PROPERTY MAINTENANCE CODE:

The International Property Maintenance Code adopted pursuant to Section 9-1-1601 is hereby amended as follows:

Section 101.1 of the International Property Maintenance Code is amended to read as follows:
101.1 Title. These regulations shall be known as the Property Maintenance Code of the City of Beverly Hills, hereinafter referred to as ‘this code’.” Section 102.3 of the International Property Maintenance Code is amended to read as follows:
102.3 Application of other codes. Repairs, additions or alterations to a structure, or changes of occupancy, shall be done in accordance with the procedures and provisions of the California Building Code, California Residential Code, California Existing Building Code, California Mechanical Code, California Plumbing Code, California Electrical Code, California Fire Code, 114
California Energy Code, and California Green Building Standards Code, and the California Wildland-Urban Interface Code. Nothing in this code shall be construed to cancel, modify or set aside any provision of the Beverly Hills Municipal Code.

Section 102.4 of the International Property Maintenance Code is amended to read as follows:
102.4 Existing remedies. The provisions in this code shall not be construed to abolish or impair existing remedies of the jurisdiction or its officers or agencies relating to the correction of any code violation, removal or demolition of any structure that is dangerous, unsafe or insanitary.

Section 102.6 of the International Property Maintenance Code is amended to read as follows:
102.6 Structural Analysis. Where structural analysis is used to determine if an unsafe structural condition exists, the analysis shall be done as determined by the Building Official.

Section 103 of the International Property Maintenance Code is amended to read as follows:

SECTION 103—CODE COMPLIANCE AGENCY
103.1 Creation of agency. There is hereby established in this jurisdiction a code enforcement agency which shall be under the administrative and operational control of the building official. .

The function of the agency shall be the implementation, administration and enforcement of the provisions of this code.

Section 104.1 of the International Property Maintenance Code is amended to read as follows:
104.1 Fees. The fees for activities and services performed by the department in carrying out its responsibilities under this code shall be as indicated by the Beverly Hills Municipal Code and/or the adopted Schedule of Taxes, Fees and Charges.

Section 105.1 of the International Property Maintenance Code is amended to read as follows:
105.1 General. The building official is hereby authorized and directed to enforce the provisions of this code and shall have the same duties and powers as adopted in Section 9-1-105 of the BHMC.

Section 105.2.2 of the International Property Maintenance Code, excluding subsections is amended to read as follows:
105.2.2 Alternative materials, design and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative is not specifically prohibited by this code and has been approved.

Section 105.8.1 of the International Property Maintenance Code is deleted. 115
Section 106 of the International Property Maintenance Code, including subsections, is amended to read as follows:

SECTION 106

MEANS OF APPEAL
106.1 Application for appeals. Any person directly affected by a decision of the code official or a notice or order issued under this code shall have the right to appeal to the Director of the Department, City Manager, and City Council, respectively. Appeals for unsafe and dangerous buildings shall be in accordance with the City of Beverly Hills Code for the Abatement of Dangerous Buildings and the Beverly Hills Municipal Code.

Section 109.1 of the International Property Maintenance Code, including subsections, is amended to read as follows:
109.1 General. When a structure or equipment is found by the code official to be unsafe, or when a structure is found unfit for human occupancy, or it is found unlawful, such structure shall be abated by repair, rehabilitation, demolition, or removal pursuant to the provisions of this code and provisions of the City of Beverly Hills Abatement of Dangerous Buildings Code.

Section 109.1.4 of the International Property Maintenance Code, is amended to read as follows:
109.1.4 Unlawful structure. An unlawful structure is one found in whole or in part to be occupied by more persons than permitted under this code, or was erected, altered or occupied contrary to law, or one that is partially constructed, reconstructed or demolished upon which work is abandoned. Work is deemed abandoned when there is no valid building or demolition permit.

Section 109.5 of the International Property Maintenance Code, is amended to read as follows:
109.5 Unauthorized tampering. Placards, notices, signs, tags or seals posted or affixed by the code official shall not be mutilated, destroyed or tampered with, or removed without authorization from the code official. Any person violating this subsection shall be guilty of a misdemeanor.

Section 109.7 of the International Property Maintenance Code, is amended to read as follows:
109.7 Placarding. When the code official determines a structure, equipment or premise has been erected, constructed, enlarged, altered, repaired, moved, improved, removed, damaged, converted or demolished, equipped, used, occupied or maintained in violation of this code or the technical codes and the structure, equipment or premise constitutes a danger to the life, limb, property or safety of the public or the occupants, the code official shall post a placard on the structure, equipment or premise in a conspicuous place in or about the affected structure, equipment or premise. The placard shall clearly state the code official’s Order regarding the structure, equipment, or premise, and specify the conditions which necessitated the posting.

Section 109.7.1 of the International Property Maintenance Code, is amended to read as follows:
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109.7.1 Placard removal. The code official shall remove the placard whenever the defect or defects upon which the placarding action were based have been eliminated. Any person who defaces or removes a condemnation placard without the approval of the code official shall be subject to the penalties provided by this code.

Section 109.8 of the International Property Maintenance Code, is amended to read as follows:
109.8 Prohibited occupancy. It shall be unlawful for any person, owner, owner’s authorized agent or person responsible for the premise to occupy or allow to be occupied a placarded structure or premise or operate placarded equipment in violation of the code officials posted order.

Section 109.10 of the International Property Maintenance Code, is added to read as follows:
109.10 Recordation of notices and orders. If compliance with the order is not achieved within the time specified therein, and no appeal has been properly and timely filed, the code official is authorized to file in the office of the county recorder a certificate describing the property, and that the premise, building, structure or building service equipment is in violation of this code or the technical codes or other regulation applicable to buildings or structures or property. Whenever the ordered corrections have been completed and the violations no longer exist on the property described in the certificate, and when all fines, fees, penalties, and incurred costs associated with the property have been satisfied, the code official shall issue a new certificate certifying that all required corrections have been made.

Section 202 of the International Property Maintenance Code definition for Inoperable Motor Vehicle is amended as follows:

INOPERABLE MOTOR VEHICLE. A vehicle which cannot be driven upon the public streets for reasons including but not limited to being registered nonoperational, unlicensed, wrecked, abandoned, in a state of disrepair, missing components, incapable of being moved under its own power or is prohibited from being operated on a public street or highway for any reason pursuant to the provisions of the California Vehicle Code.

Section 202 of the International Property Maintenance Code is amended by adding the following definitions:

INTERNATIONAL BUILDING CODE shall mean the California Building Code.

INTERNATIONAL ENERGY CONSERVATION CODE shall mean the California Energy Code.

INTERNATIONAL EXISTING BUILDING CODE shall mean the California Existing Building Code.

INTERNATIONAL FIRE CODE shall mean the California Fire Code.

INTERNATIONAL GREEN CONSTRUCTION CODE shall mean the California Green Building Standards Code
INTERNATIONAL MECHANICAL CODE shall mean the California Mechanical Code. 117
INTERNATIONAL PLUMBING CODE shall mean the California Plumbing Code.

INTERNATIONAL RESIDENTIAL CODE shall mean the California Residential Code.

INTERNATIONAL ZONING CODE shall mean the City of Beverly Hills Zoning Code NATIONAL ELECTRICAL CODE OR NFPA 70 shall mean the California Electrical Code.

Section 302.2 of the International Property Maintenance Code, is amended to read as follows:
302.2 Grading and drainage. Premises shall be graded and maintained to prevent the erosion of soil and to prevent the accumulation of stagnant water thereon, or within any structure located thereon. Excess or concentrated drainage shall be contained on site or directed to the nearest practicable drainage facility approved by the code official.

Exception: Approved retention areas and reservoirs
Section 302.3 of the International Property Maintenance Code, is amended to read as follows:
302.3 Sidewalks and driveways. Sidewalks, walkways, stairs, driveways, parking spaces and similar areas shall be kept in a proper state of repair, and maintained free from hazardous conditions and shall comply with Title 5, Chapter 7 of the BHMC.

Section 303.1 of the International Property Maintenance Code, is amended to read as follows:
303.1 Swimming pools. Swimming pools shall be maintained in a clean and sanitary condition, and in good repair and in compliance with the California Swimming Pool Safety Act of the California Health and Safety Code.

Section 303.2 of the International Property Maintenance Code, is amended to read as follows:
303.2 Enclosures. Private swimming pools, hot tubs and spas, containing water more than 18 inches in depth shall be completely enclosed by a fence, wall or other barrier not less than 60 inches in height above the finished ground level measured on the side of the barrier away from the pool. Gates and doors in such barriers shall be self-closing and self-latching. Where the selflatching device is less than 54 inches (1372 mm) above the bottom of the gate, the release mechanism shall be located on the pool side of the gate. Self-closing and self-latching gates shall be maintained such that the gate will positively close and latch when released from an open position of 6 inches (152 mm) from the gatepost. The vertical clearance from the ground to the bottom of the enclosure shall be a maximum of two inches (2”). The maximum vertical clearance at the bottom of the barrier may be increased to four inches (4”) when the grade is a solid surface such as a concrete deck. On wood fences with horizontal members spaced less than forty-five inches (45”) apart, the horizontal members shall be placed on the poolside of the barrier. The outside surface of the enclosure shall be free of protrusions, cavities, or other physical 118
characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over.

An existing pool enclosure shall not be removed, replaced or changed in a manner that reduces its effectiveness as a safety barrier.

Exceptions: Spas or hot tubs equipped with a lockable safety cover that complies with ASTM F1346.

Section 304.3 of the International Property Maintenance Code is deleted.

Section 304.7 of the International Property Maintenance Code is amended to read as follows:
304.7 Roofs and drainage. The roof and flashing shall be sound, tight and not have defects that admit rain. Roof drainage shall be adequate to prevent dampness or deterioration in the walls or interior portion of the structure. Roof drains, gutters and downspouts shall be maintained in good repair and free from obstructions. Roof water shall not be discharged in a manner that creates a public nuisance.

When emergency temporary roof repairs require the installation of tarps or plastic sheeting to prevent leaks, the temporary repairs shall not extend beyond 14 days, unless approved by the Code Official. Such temporary repairs must have all edges of the material fastened and restrained with sufficient tension to prevent movement or flapping in the wind.

Section 304.15 of the International Property Maintenance Code is amended to read as follows:
304.15 Doors. Exterior doors, door assemblies, including weather stripping, thresholds, closers and operator systems if provided, and hardware shall be maintained in good condition. Locks at all entrances to dwelling units and sleeping units shall tightly secure the door. Locks on means of egress doors shall be in accordance with Section 702.3
Section 304.16 of the International Property Maintenance Code is amended to read as follows:
304.16 Under-Floor areas. Under-floor access doors, hatchways and ventilation openings shall be maintained to prevent the entrance of rodents, rain, and surface drainage water. Doors shall be tight fitting and ventilation openings shall be properly screened with corrosion-resistant wire mesh having openings not exceeding ¼ inch in any dimension or alternate approved materials pursuant to 2025 California Building Code Section 1203.

Section 304.18.2 of the International Property Maintenance Code is amended to read as follows:
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304.18.2 Windows. Operable windows that provide access to a dwelling unit, rooming unit or housekeeping unit that is rented, leased or let shall be equipped with a window sash locking device when they are located in whole or in part within 12 feet above ground level or walking surface or 6 feet horizontally from the ground, a roof, or any other platform Section 305.1 of the International Property Maintenance Code is amended to read as follows:
305.1 General. The interior of a structure and equipment therein including but not limited to cabinets, counters and hardware, shall be maintained in good repair, structurally sound and in a sanitary condition. Occupants shall keep that part of the structure that they occupy or control in a clean and sanitary condition. Every owner of a structure containing a rooming house, housekeeping units, a hotel, a dormitory, two or more dwelling units or two or more nonresidential occupancies, shall maintain, in a clean and sanitary condition, the shared or public areas of the structure and exterior property.

Section 305.6 of the International Property Maintenance Code is amended to read as follows:
305.6 Interior doors. Every interior door, frame and hardware, shall fit reasonably well within its frame and shall be capable of being opened and closed by being properly and securely attached to jambs, headers or tracks as intended by the manufacturer of the attachment hardware.

Section 309.1 of the International Property Maintenance Code is amended to read as follows:
309.1 Infestation. All structures shall be kept free from insect, rodent, vermin, or other infestations. When an insect, rodent, vermin or other infestation is brought to the attention of the code official, he or she may require the owner or owner’s authorized agent having charge or control of the building, lot or premise to hire a licensed exterminator or other qualified professional to inspect the building, lot or premise and provide a written report verifying the presence and severity of such infestation including in the report a recommendation for proper extermination or elimination of the infestation. All structures and/or areas in which infestations are found, shall be promptly exterminated by approved processes that will not be injurious to human health. After extermination of the infestation is complete, the code official may request a written notice from the licensed exterminator or other qualified professional attesting to the completion and success of the recommended extermination procedures. After the infestation is eliminated, proper precautions shall be taken to prevent reinfestation.

Section 309.2 of the International Property Maintenance Code is amended to read as follows:
309.2 Owner The owner of any structure or premise shall be responsible for extermination within the structure or premise prior to renting or leasing the structure or premise. The owner of a structure or premise containing a dwelling unit, multiple occupancy, rooming house, or a nonresidential structure shall be responsible for maintaining the structure and premise in a rodent and/or pest-free condition. If an infestation is caused by an occupant substantially failing to properly maintain their occupied area of the structure or premise, “as clean and sanitary as the condition of the structure or premise permits”. For as long as the occupant’s failure either 120
substantially causes an unlivable condition to occur or substantially interferes with the owner’s ability to repair the condition, the owner does not have to repair the condition. Where defects in a structure substantially contribute to or cause an infestation, the owner shall be responsible for the correction of the defect and extermination of the infestation.

Section 309.3, 309.4, and 309.5 of the International Property Maintenance Code are deleted.

Section 404.5, Table 404.5, 404.5.1, 404.5.2, and 404.6 of the International Property Maintenance Code are deleted.

Section 602.2 of the International Property Maintenance Code is amended to read as follows:
602.2 Residential occupancies. Dwellings shall be provided with heating facilities capable of maintaining a room temperature of 68°F in all habitable rooms, bathrooms, and toilet rooms Cooking appliances, fireplaces and portable heaters shall not be used as a means to achieve compliance with this section.

Section 602.3 of the International Property Maintenance Code is amended to read as follows:
602.3 Heat supply. Every owner and operator of any building who rents, leases or lets one or more dwelling units or sleeping units on terms, either expressed or implied, to furnish heat to the occupants thereof shall supply heat to maintain a minimum temperature of 68°F (20°C) in all habitable rooms, bathrooms and toilet rooms.

Exceptions:

1. When the outdoor temperature is below the winter outdoor design temperature for the locality, maintenance of the minimum room temperature shall not be required provided that the heating system is operating at its full design capacity.

Section 602.4 of the International Property Maintenance Code is deleted.

Section 603.1 of the International Property Maintenance Code is amended to read as follows:

Section 603.1 Mechanical equipment, kitchen hoods, appliances, fireplaces, solid fuel-burning appliances, cooking appliances and water heating appliances shall be properly installed and maintained in a safe working condition and shall be capable of performing their intended function.

When new mechanical equipment is installed and the old equipment is no longer in use, the old equipment must be removed from the structure. Openings left in the walls, floors or ceilings must be properly repaired and painted. Electrical circuits and gas lines must be properly abandoned and inspected.
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Section 604.3 of the International Property Maintenance Code is amended to read as follows:
604.3 Electrical system hazards. Where it is found that the electrical system in a structure constitutes a hazard to the occupants or the structure by reason of inadequate service, improper fusing, insufficient receptacle and lighting outlets, improper wiring or installation, deterioration or damage, or for similar reasons including the improper use of extension cords as permanent wiring, or for similar reasons, the code official shall require the defects to be corrected to eliminate the hazard.

Section 702.4 of the International Property Maintenance Code is amended to read as follows:
702.4 Emergency escape openings. Required emergency escape openings shall be maintained in accordance with the code in effect at the time of construction, and the following. Required emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. Bars, grilles, grates or similar devices placed over emergency escape and rescue openings shall comply with the BHMC and the California Building Standards Code.

Section 704.1.3 #15 of the International Property Maintenance Code is amended to read as follows:
704.1.3 Fire protection systems. Fire protection systems shall be inspected, maintained and tested in accordance with the following California Fire Code requirements.

15. Smoke control systems, see Section 909
Section 704.6.2 of the International Property Maintenance Code is amended to read as follows:
704.6.2 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.

When low-voltage systems are required, the fire official may require additional sounder bases installed. Low voltage systems shall be installed per NFPA 72 fire alarm system requirements.

Exceptions:

1. Interconnection is not required in buildings which are not undergoing alterations, repairs or construction of any kind.

2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of interior finishes.” 122
Section 704.6.3 of the International Property Maintenance Code is amended to read as follows:
704.6.3 Power source. In existing construction, new construction, and in newly classified group R occupancies, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

Exception:

1. Smoke alarms are not required to be equipped with battery backup where they are connected to an emergency electrical system.

Exceptions specifically for properties regulated by California Residential Code:

2. Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power.

3. Interconnection of smoke alarms in existing areas shall not be required where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes.

Section 705.1 of the International Property Maintenance Code is amended to read as follows:
705.1 General. Carbon monoxide alarms shall be installed in dwellings in accordance with Section 1103.9 of the International Fire Code, except that alarms in dwellings covered by the International Residential Code shall be installed in accordance with Section R311 of that code. 123
Section 18. New Article 17 is hereby added to Chapter 1 of Title 9 of the Beverly Hills Municipal Code to read as follows:
“ARTICLE 17. WILDLAND-URBAN INTERFACE CODE”
9-1-1701: ADOPTION OF CALIFORNIA WILDLAND-URBAN INTERFACE CODE:

The 2025 edition of the California Wildland-Urban Interface Code, excluding all appendices except Appendix F (Characteristics of Fire-Smart Vegetation), G (Voluntary Home Hardening Recommendations), U (Red Flag Restrictions in Very High Fire Hazard Severity Zones), V (Prohibited Vegetation) and W (Targeted Vegetation Species) is hereby adopted by reference, subject to the amendments set forth in Section 9-1-1702. 9-1-1702: AMENDMENTS TO CALIFORNIA WILDLAND-URBAN INTERFACE CODE:

The California Wildland-Urban Interface Code adopted pursuant to Section 9-1-1701 is hereby amended as follows:

Section 101.1 of the California Wildland-Urban Interface Code is amended to read as follows:
101.1 Title.

For the City of Beverly Hills, these regulations shall be known as the Beverly Hills Wildland-Urban Interface Code. The provisions contained in the California Wildland-Urban Interface Code of the (compiled) California Building Standards Code as defined in section 18910, Health and Safety Code, may be cited as such and are referred to hereafter as 'these regulations' or 'these building standards' or 'this code.' These regulations shall also be collectively known as the 'California Wildland-Urban Interface Code' as amended by the Beverly Hills Municipal Code.

Section 101.2 of the California Wildland-Urban Interface Code is amended to read as follows:
101.2 Scope.

This code applies to building materials, systems and/or assemblies used in the exterior design and construction of new buildings and structures including relocated structures, and additions and altered portions to existing buildings and structures located within a wildland-urban interface (WUI) area and contains minimum requirements to mitigate conditions that might cause a fire originating in a structure to ignite vegetation in the wildland-urban interface (WUI) area, and conversely, a wildfire burning in vegetative fuels to transmit fire to buildings and threaten to destroy life, overwhelm fire suppression capabilities or result in large property losses.

Section 101.3 ,excluding subsections, of the California Wildland-Urban Interface Code is amended to read as follows:
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101.3 Purpose. The purpose of this code is to provide minimum citywide fire hazard reduction standards to reduce the likelihood of life and property loss due to a wildfire through the use of performance and prescriptive requirements for construction and development in areas designated as a Very High, high or moderate Fire Hazard Severity Zone. or Non Fire Hazard Severity Zone.

Section 101.3.1 of the California Wildland-Urban Interface Code is amended to read as follows:
101.3.1 Application.

New buildings and structures including relocated structures, and additions and altered portions to existing buildings located in any Fire Hazard Severity Zone or Wildland-Urban Interface (WUI) Fire Area designated by the enforcing agency constructed after the application date shall comply with the provisions of this code. This shall include all new buildings with residential, commercial, educational, institutional or similar occupancy type use, which shall be referred to in this code as “applicable buildings,” as well as new buildings and structures accessory to those applicable buildings.

Exceptions:

1. DELETE

2. DELETE.

3. DELETE

4. DELETE

5. DELETE
Section 101.3.1.1 of the California Wildland-Urban Interface Code is deleted, Section 101.4 of the California Wildland-Urban Interface Code is deleted.

Section 101.5 of the California Wildland-Urban Interface Code is deleted.

Section 101.6 of the California Wildland-Urban Interface Code is deleted. 125
Section 103 of the California Wildland-Urban Interface Code is amended to read as follows:

SECTION 103 - CODE COMPLIANCE AGENCY.

There is hereby established in this jurisdiction a code enforcement agency which shall be under the administrative and operational control of the building and fire official pursuant to BHMC Section 9-1-105.

Section 104.1 of the California Wildland-Urban Interface Code is amended to read as follows:
104.1 Powers and duties of the code official. The code official is hereby authorized to enforce the provisions of this code.

Section 104.1.1 is added to the California Wildland-Urban Interface Code as follows:” 104.1.1 Authority of Fire Chief to Modify Brush Clearing Requirements. Nothing contained in this subsection shall be deemed to preclude the Fire Chief from requiring more than the minimum specific requirements set forth above when the chief determines that conditions exist which necessitate greater fire protection measures.

Section 104.3.1 is added to the California Wildland-Urban Interface Code to read as follows:
104.3.1 Verification The Fire Code Official has the authority to inspect the site as deemed necessary and prior to final approval to verify implementation and maintenance of the approved Fuel Modification Plan. Prior to final approval of the permit or certificate of occupancy, a landscape architect or qualified individual must certify the installation of all vegetation complies with the approved Fuel Modification Plan and this code.

The required removal of targeted vegetation will be verified prior to final approval of the permit and issuance of a Certificate of Occupancy. Any exceptions to the removal of targeted vegetation listed in Appendix W may only be granted by the Fire Chief.

Section 104.7.5.1 is added to the California Wildland-Urban Interface Code to read as follows:
104.7.5.1 Cost The applicant shall pay all fees for plan review in accordance with the adopted schedule of fees and charges. The applicant will be assessed additional costs should the Fire Code Official require a third-party peer review or seek additional clarification, information and/or supporting documentation from another licensed or qualified arborist, botanist, horticulture expert, or other expert in a similar field, to substantiate submitted documentation.

Section 104.9.1 of the California Wildland-Urban Interface Code is deleted. 126
Section 105.4.2 of the California Wildland-Urban Interface Code is deleted.

Section 202 of the California Wildland-Urban Interface Code, excluding all definitions not listed below, is amended by adding or deleting definitions (where indicated) as follows:

DEFENSIBLE SPACE: An area either natural or man-made, where material capable of allowing a fire to spread unchecked has been treated, cleared, or modified to slow the rate and intensity of an advancing wildfire and to create an area for fire suppression operations to occur.

DESIRABLE PLANT LIST: List of plants exhibiting characteristics of low fuel volume, fire resistance, and drought tolerance which would make them more desirable for planting in areas of high fire danger.

DRIP LINE. The area located directly under the circumference of a tree's canopy FIRE-SMART VEGETATION (Deleted)
FIRE-RESISTANT VEGETATION. (Fire Smart Vegetation) Plants, shrubs, trees, and other vegetation that exhibit properties, such as high moisture content, little accumulation of dead vegetation, and low sap or resin content, that make them less likely to ignite or contribute heat or spread flame in a fire than native vegetation typically found in the region.

FLAMMABLE VEGETATION: Can include, but not limited to trees, brush, grasses, or other vegetation that can ignite quickly due to the following characteristics: high oil or resin content and or production of dense foliage or debris. A list of prohibited vegetation and targeted vegetation can be found in Appendices V and W of this code.

FUEL MODIFICATION: A method of modifying fuel load by reducing the amount of vegetation or altering the type of vegetation to reduce the fuel load.

FUEL MODIFICATION PLAN. A document prepared by a licensed professional, for a specific construction project, demolition, landscaping project, or development proposed to be undertaken within any fire hazard severity zone. It identifies all new and existing structures and vegetation on the site, and describes ways to minimize and mitigate potential for loss from wildfire exposure.

IGNITION-RESISTANT MATERIAL. A type of building material that complies with the requirements in Chapter 5 of the CWUIC as amended by the City of Beverly Hills.

LADDER FUELS: Vertically aligned vegetation arrangements that would allow the vertical transmission of fire into above waiting shrubs and tree canopies/crowns. Fire is able to carry from ground surface fuels into crowns with relative ease.

NON-VERY HIGH FIRE HAZARD SEVERITY ZONE: All property within the city limits not designated as Very High, High, or Moderate Fire Hazard Severity Zone as set forth in the latest maps adopted by the City Council and maintained by the fire chief on file in the office of Community Risk Reduction.

PROHIBITED SPECIES: Those species of vegetation with inherent characteristics which make them highly combustible. These characteristics can be either physical or chemical. Physical properties include large amounts of dead material retained within the plant, rough or peeling bark, and the production of large amounts of litter. Chemical properties include the presence of volatile 127
substances such as oils, resins, wax, and pitch. A sample list of these species is located in Appendix V.

SHRUB: A woody plant which is smaller than a tree and has several main stems arising at or near the ground.

SLOPE: Is the variation of terrain greater than or equal to 25 percent from horizontal plane; the number of feet, rise and fall per 100 feet, measured horizontally, expressed as a percentage.

TARGET SPECIES: Vegetation species that are highly combustible and generally removed as part of the fuel modification plan/permit. A sample list of these species is located in Appendix W.

THINNING: The process of partially and evenly reducing as a whole the density of the vegetation.

TREE CROWN: DELETED
VERY HIGH FIRE HAZARD SEVERITY ZONE: That area included within the boundaries described and set forth in the latest map adopted by the City Council and maintained by the fire chief on file in the office of Community Risk Reduction.

Section 301.3 is added to the California Wildland-Urban Interface Code to read as follows:
301.3 Authority
The City of Beverly Hills Very High Fire Hazard Severity Zone identifies vegetation management areas that pose an increased threat to the community during a wildland fire. Within these areas the Fire Code Official has the authority to require property owners to reduce the amount of flammable vegetation within and outside the defensible space areas. These areas include both public and private lands.

All property within the city limits designated as High, Moderate or Non Very High Fire Hazard Severity Zones are required to maintain their properties in accordance with the requirements of the California Wildland-Urban Interface Code.

Section 302.1.1 is added to the California Wildland-Urban Interface Code to read as follows:
302.1.1 Very High Fire Hazard Severity Zone Map.

The City of Beverly Hills City Council hereby designates a Very High Fire Hazard Severity Zone as recommended by the director of the California Department of Forestry and Fire Protection and as designated on the latest Very High Fire Hazard Severity Zone map, adopted by the City Council, and retained on file at the Office of the Fire Marshal, 445 North Rexford Drive. 128
Section 501.1 of the California Wildland-Urban Interface Code is amended to read as follows:
501.1 Scope.

New buildings and structures, relocated structures, and additions or altered portions of existing buildings and structures located in a wildland-urban interface area shall be constructed in accordance with the California Building Code and this code.

Exceptions:

1. Deleted

2. Deleted
Section 501.2.1 is added to the California Wildland-Urban Interface Code to read as follows:
501.2.1 General
Materials and construction methods for exterior wildfire exposure protection shall be applied within geographical areas where a wildfire burning in vegetative fuels may readily transmit fire to buildings and threaten to destroy life, overwhelm fire suppression capabilities, or result in large property losses.

Sections 501.5 and 501.6 are added to the California Wildland-Urban Interface Code to read as follows:
501.5 New Construction/Demolition Vegetation Maintenance In Very High Fire Hazard Severity Zone areas, any construction or demolition work which requires a permit from the City of Beverly Hills shall comply with the vegetation management and defensible space requirements of Section 604.

Prior to, and for the duration of permitted construction or demolition activities, the entire site shall be maintained in compliance with the requirements of Section 604. The Fire Code Official has the authority to inspect the site as deemed necessary and prior to final approval to verify ongoing compliance with all vegetation management requirements. When the Fire Code Official finds the site being maintained in a manner that is contrary to this code, the Fire Code Official is authorized to issue a stop work order. Upon issuance of a stop work order, all construction and demolition work shall cease until the site is brought into compliance with this code. 501.6 Abandoned Construction.

In Very High Fire Hazard Severity Zone areas, any permitted construction project that does not have a valid permit or that has a permit and has been abandoned for a period of twelve months or more, or, with exposed wood or other combustible building materials, may be a hazard. Such projects shall be assessed by the Building and Fire Departments to determine if the structure and/or materials are a "Fire Hazard" and/or "Unsafe" as defined per BHMC Title 9, Chapters 1 129
and 2. Abatement measures including demolition and removal of construction materials and all costs incurred can be imposed on the property owner.

Section 503.1 of the California Wildland-Urban Interface Code is amended to read as follows:
503.1 General.

New buildings and structures, relocated structures, and additions or altered portions of existing buildings and structures hereafter constructed, modified or relocated into or within wildland-urban interface areas shall meet the construction requirements in accordance with Chapter 5. Materials required to be ignition-resistant building materials shall comply with the requirements of Section 503.2.

Exceptions:

1. Deleted

2. Deleted

3. Deleted
Section 503.2.3 of the California Wildland-Urban Interface Code is deleted.

Section 503.3.4 of the California Wildland-Urban Interface Code is deleted.

Section 504.2, excluding subsections, of the California Wildland-Urban Interface Code is amended to read as follows:
504.2 Roof assembly. Roofs shall have a roof assembly that complies with a Class A fire classification when tested in accordance with ASTM E108 or UL 790.

Exceptions:

1. Deleted

2. Deleted

3. Deleted

4. Deleted
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Section 504.3.1 of the California Wildland-Urban Interface Code is amended to read as follows:
504.3.1 Protection of open eaves.

The exposed roof deck on the underside of unenclosed roof eaves shall consist of one or more of the following:

1. Noncombustible material.

2. Ignition-resistant building material.

3. Fire-retardant-treated wood labeled for exterior use and complying with Section 2303.2 of the California Building Code.

4. Materials approved for not less than 1-hour fire-resistance-rated construction on the exterior side, as tested in accordance with ASTM E119 or UL 263.

5. DELETED

6. One layer of 5
/8-inch (16 mm) Type X gypsum sheathing applied behind an exterior covering on the underside of the roof deck.

7. The exterior portion of a 1-hour fire-resistance-rated exterior assembly, as tested in accordance with ASTM E119 or UL 263, applied to the underside of the roof deck designed for exterior fire exposure, including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual.

Facias, if provided, shall be fire-retardant-treated wood labeled for exterior use and complying with Section 2303.2 of the California Building Code, ignition-resistant building materials, materials approved for not less than 1-hour fire-resistance-rated construction or 2-inch (51 mm) nominal dimension lumber.

Section 504.7.3.2 of the California Wildland-Urban Interface Code is amended to read as follows:
504.7.3.2 Decking surfaces.

The walking surface material of decks, porches, balconies and stairs shall be constructed with any of the following materials:

1. Material that complies with the performance requirements of Section 504.7.3.3 when tested in accordance with ASTM E2632 and ASTM E2726.

2. Ignition-resistant building material that complies with the performance requirements of Section 503.2.4.

3. Material that complies with the performance requirements of both SFM Standard 12-7A4 and Section 503.2.4.

4. Deleted

5. Noncombustible material.
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6. Any material that complies with the performance requirements of SFM Standard 12-7A4A and any attached exterior wall covering that is noncombustible or ignition-resistant building materials.

Exception: Wall material shall be permitted to be of any material that otherwise complies with this chapter when the decking surface material complies with the performance requirements of ASTM E84 or with a Class A flame spread index.

7. Any material that complies with the performance requirements of Section 504.7.3.4 when tested in accordance with ASTM E2632 and any attached exterior wall covering that is noncombustible or ignition-resistant building materials.

Section 504.11 of the California Wildland-Urban Interface Code is deleted.

Section 507 of the California Wildland-Urban Interface Code is deleted.

Section 601.3 of the California Wildland-Urban Interface Code is deleted:

Sections 603 (excluding subsections) and 603.1 of the California Wildland-Urban Interface Code are amended to read as follows:

SECTION 603 VEGETATION PLAN / FUEL MODIFICATION
603.1 General. Fuel modification shall be accomplished to reduce the risk of transmission of flame or heat sufficient to ignite structures and includes the removal, thinning, spacing and modification of flammable and combustible vegetation.

Section 603.2 of the California Wildland-Urban Interface Code is amended to read as follows:
603.2 Application. All new plantings of vegetation in State Responsibility Area (SRA) and Local Responsibility Areas (LRA) designated as a Very High Hazard Severity Zone shall comply with Sections 603.3 through 603.4.2.1.

Sections 603.2.1, 603.2.2, and 603.2.3 are added to the California Wildland-Urban Interface Code to read as follows:
603.2.1 When Required
Fuel modification is required for the following types of projects:

1. Any project involving a combined total area of new landscaping or re-landscaping of twentyfive hundred square feet (2,500 sq. ft) or more within a 12-month period. 132

2. The construction of a new dwelling unit

3. The construction of an addition, alteration, or repair that requires the installation of fire sprinklers per Section 903.2.

4. Any structure that changes occupancy classification from any other class to Group R (residential) occupancy.
603.2.2 Mandatory Requirements

1. Areas of new planting shall comply with Section 603.4

2. Targeted vegetation as shown in Appendix W within 30 feet of any structure shall be removed.

3. Areas of existing vegetation shall comply with the maintenance requirements of Section 604.6.

4. Relocate or remove combustible materials, such as organic mulch, non fire resistive vegetation, and wood fences within 5 feet of any structure. 603.2.3 Additional Requirements
In addition to meeting the mandatory requirements for fuel modification, projects such as new construction, additions, and/or remodels with a building permit valuation of $1,000,000 or more, shall be required to implement additional measures intended to reduce the spread of fire.

Examples of such measures include:

1. Replacement of any existing exterior building element(s) to comply with this code.

2. Removal of existing targeted vegetation listed in Appendix W, beyond 30 feet from any structure and replacing existing vegetation with new planting using native, drought tolerant, and fire resistant species.

3. Other improvements to buildings, structures, landscape materials, vegetation, defensible space, or other devices or safeguards intended to further the objectives of this Section and based on recognized principles.

The proposed measure(s) to meet this Section should be recommendations by the licensed design professional for the project intended to those elements that provide the greatest level of fire protection for structures and be based on factors such as site conditions, effectiveness, and feasibility. The cost of compliance for the additional requirements shall be limited to 10% of the building permit valuation and shall be in addition to any costs for compliance with the mandatory measures.

The Fire Code Official is authorized to grant modifications for individual cases where there are documented practical difficulties in carrying out the provisions of this Section. 133
Sections 603.3 and 603.3.1 of the California Wildland-Urban Interface Code are amended to read as follows:
603.3 Plans Required
A fuel modification plan and all supporting documentation shall be prepared by a licensed landscape architect and/or qualified professional and submitted to the Fire Code Official for review and approval. The fuel modification plans shall be submitted with an application and all required fees.

Fuel modification plans shall show compliance with the minimum Mandatory Requirements in Section 603.2.2 and if required, all Additional Requirements in Section 603.2.3. The applicant is responsible for coordinating the fuel modification plans with landscaping plans for compliance with the Model Water Efficient Landscaping Ordinance.
603.3.1 Contents of Plans
Fuel modification plans shall be drawn to scale, dimensioned, and include all main and accessory structures and new and existing vegetation on the property and identify each of the following:

1. Delineation of 5 foot, 30 foot, 100 foot, and 200 foot fuel management areas from all structures.

2. All property lines, setbacks, utility poles, easements, fire department access

3. The topography of any slopes

4. All vegetated and hardscaped areas

5. Location and type of any public or private trees within 10 feet of property line

6. A plant legend with common and scientific names and expected height and width at maturity of all new and existing vegetation

7. Proposed irrigation systems

8. Tree canopy distances from structures and other canopies

9. Confirmation that no prohibited vegetation will be placed on the site.

10. Confirmation that existing trees listed in Appendix W within 30 feet of any structure are to be removed.

11. Signed Fuel Modification Affidavit
Sections 603.4 of the California Wildland-Urban Interface Code is amended to read as follows:
603.4 Vegetation. All new vegetation shall be fire-smart vegetation in accordance with this section. Prohibited vegetation listed in Appendix V shall not be planted on any property within the Very High Fire Hazard Severity Zone. The following requirements shall be met when planting or placing any new vegetation on the site.
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Exception: Trees classified as nonfire-smart vegetation complying with Section 603.4.2.1.

To be considered fire-smart vegetation, vegetation must meet at least one of the following:

1. Be identified as fire-smart vegetation in an approved book, journal or listing from an approved organization.

2. Be identified as fire-smart vegetation by a licensed landscape architect with supporting justification.

3. Plants considered fire-smart vegetation and approved by the local enforcing agency. 603.4.1 Shrubs.

1. Shrubs shall not exceed 6 feet in height.

2. Privacy hedges shall not exceed 7 feet in height, and shall maintain a minimum of 5 feet horizontal clearance to all structures. Trees shall not be used as privacy walls in the VHFHSZ area.

3. Groupings of shrubs are limited to a maximum aggregate diameter of 10 feet (3048 mm).

4. Shrub groupings shall be separated from other groupings a minimum of 15 feet (4572 mm).

5. Shrub groupings shall be separated from structures a minimum of 30 feet (9144 mm).

6. Where shrubs are located below or within a tree's drip line, the distance between the lowest tree branches shall be a minimum of one-third of the height of the tree. For trees taller than 18 feet, the minimum separation shall be 6 feet.
603.4.2 Trees
Trees shall be managed on the site as follows:

1. New trees shall be planted and maintained so that the tree's drip line at maturity is a minimum of 10 feet (3048 mm) from any structure.

2. The horizontal distance between crowns of new trees and crowns of adjacent trees shall not be less than 10 feet (3048 mm).

3. No new trees shall be planted that are listed in Appendix V as prohibited 603.4.2.1 Nonfire-smart vegetation. New trees not classified as fire-smart vegetation, such as conifers, palms, pepper trees and eucalyptus species, shall be permitted provided the tree is planted and maintained in accordance with one of the following:

1. The tree is planted so that the tree’s drip line at maturity is a minimum of 30 feet (9144 mm) from an applicable building.

2. The tree is planted so that the tree’s drip line at maturity is a minimum of 10 feet (3048 mm) from any combustible structure, and is well pruned and maintained so as not to form a means of rapidly transmitting fire from other nearby vegetation to the structure or from the structure to nearby vegetation or to interrupt the advance of embers toward a structure. 135
Section 603.4.3 is added to the California Wildland-Urban Interface Code to read as follows:
603.4.3 Ground Fuels

1. All new vegetation shall be fire resistant as identified by a licensed landscape architect or equivalent professional with supporting documentation, or be listed in an approved publication from an approved organization.

Sections 603.5 and 603.6 are added to the California Wildland-Urban Interface Code to read as follows:
603.5 Prohibited Vegetation
The planting of prohibited vegetation listed in Appendix V is a violation of this code and shall be removed at the expense of the property owner
603.6 Maintenance
All landscaping and vegetation approved and installed as part of the Fuel Modification Plan shall be managed and maintained at all times by the property owner in conformance with the approved Fuel Modification Plan and Section 603. Vegetation that becomes dead or diseased shall be replaced with vegetation that is not prohibited and consistent with the requirements of the approved Fuel Modification Plan.

Section 604.1 of the California Wildland-Urban Interface Code is amended to read as follows:
604.1 General
Vegetation and fuels shall be managed to reduce the severity of potential exterior wildfire exposure to buildings and to reduce the risk of fire spreading to buildings as required by Section 604.

Section 604.2 of the California Wildland-Urban Interface Code is amended to read as follows:
604.2 Application
Buildings and structures located in the following areas shall maintain the required hazardous vegetation and fuel management:

1. Land designated as Very High Fire Hazard Severity Zone shall comply with Section 604.6.

2. Land defined as Non High Fire Hazard Severity Zones shall comply with Section 604.7. 136
Section 604.3 of the California Wildland-Urban Interface Code is amended to read as follows:
604.3 Very high fire hazard severity zones required maintenance.

Persons owning, leasing, controlling, operating, or maintaining buildings or structures in, upon or adjoining Very High Fire Hazard Severity Zone, and persons owning, leasing, controlling, operating or maintaining land adjacent and within two hundred feet (200') of such buildings or structures, shall at all times comply with the following:

1. Remove all dead, dry, and overgrown brush, weeds, grass, and hazardous vegetation for a distance of two hundred feet (200') of any structure, regardless of whether said structure is located upon such land or upon adjacent land.

For properties containing a slope, as defined in Section 202, the vegetation clearance distance shall be no less than two hundred and fifty feet (250') from any structure. This may be accomplished by reducing vegetation through thinning, pruning or removal per the Fire Code Official.

2. Erosion to hillsides and slopes shall be prevented by the following:

1. Dead and dry, grass or vegetation, on a hillside or slope shall be maintained no taller than 3" in height to prevent disturbance to soil.

2. Dead trees removed on a hillside or slope are permitted to have a stump up to 3 feet in height to prevent disturbance to soil.

3. All brush, weeds, grass, and hazardous vegetation within ten feet (10') of any combustible fence shall be maintained at a height of not more than three inches (3") above the ground.

4. Remove all vegetation underneath all decks, platforms, and balconies. No combustible debris shall be allowed to accumulate underneath said areas.

5. Vines and climbing plants attached to structures must be maintained in a well-watered condition, free of excessive dead material and trimmed to minimize fire propagation. Failure to maintain shall require immediate abatement.

6. All roofs and rain gutters on any structure shall be kept free of combustible material such as fallen leaves, needles, twigs, bark, cones and small branches.

7. Trees shall be maintained to establish a minimum five foot (5') separation from any portion of the roof. For structures with existing wood roofs, that minimum separation shall be extended to a ten foot (10') separation from any portion of the roof.

Exception: Existing trees that are maintained, thinned out, and/or trimmed to the satisfaction of the Fire Code Official.

8. Trees shall be maintained so that no portion is closer than ten foot (10') from the outlet of any chimney, stovetop, and approved open flame decorative device.

9. Any existing Cedar, Cypress, Eucalyptus, Juniper or Pine Tree, shall be maintained to minimize the fire risk and hazard, as directed by the Fire Code Official. Tree crowns and canopies shall be separated a minimum of ten feet (10') horizontally, from all other tree 137
crowns and canopies located on private, public, or adjoining properties. In cases where trimming or thinning is not adequate, cutting or removal of the tree may be required. No intertwining of vertical or horizontal ladder fuels into public or private tree canopies shall take place.

10. Where shrubs are located below or within a tree's drip line, the distance between the lowest tree branches shall be a minimum of one-third of the height of the tree. For trees taller than 18 feet, the minimum separation shall be 6 feet.

11. All vegetation on private property, adjacent to a public street, alley, or sidewalk, shall be trimmed and maintained so as not to cause an obstruction to pedestrian and vehicular access. Fire Department apparatus access requires a minimum of 14 feet in height from grade.

12. Dead material shall be removed from live plants, trees, or other vegetation. Dead material includes deadwood, parts of dead or dry vegetation, and dry bearded palm fronds. All dead trees and vegetation shall be completely removed from the property.

13. All vegetation shall be maintained in such a manner to lessen the fuel supply and to augment the spread or intensity of a fire by breaking fuel continuity. Separation shall be provided between ground, ladder, and aerial fuel vegetation as specified by the Fire Code Official.

14. Other Safety Measures: Firewood piles shall be located 15 feet away from any structure unless covered by an approved fire resistive tarp or placed in a non-combustible bin.

Organic mulch, woodchips or similar combustible products shall not be placed within 5 feet of any structure or combustible perimeter fence.

15. Remove and safely dispose of all cut or bagged vegetation debris which includes grass, shrubs, trees, or similar combustible vegetation/waste.

Sections 604.3.1, 604.3.2, 604.3.3, and 603.3.4 are added to the California WildlandUrban Interface Code to read as follows:
604.3.1 Authority of Fire Chief to Modify Brush Clearing Requirements.

Nothing contained in this subsection shall be deemed to preclude the Fire Chief from requiring more than the minimum specific requirements set forth above when the chief determines that conditions exist which necessitate greater fire protection measures. 604.3.2 Issuance of brush clearance notice.

In addition to any other remedies for violations provided by law, including those remedies set forth in this code, the Fire Department may issue a "vegetation clearance notice" to the record owner and any tenant, lessee, or other possessor of the affected properties, specifying the condition(s) required to be corrected, and setting forth a date by which corrective action must be taken.

The Fire Department may take corrective action at the owner's expense in the event the required correction is not completed. If the owner fails to pay the cost incurred by the Fire Department to 138
correct such condition(s) following notice of the cost and an opportunity to be heard, the city council may make the expense a lien upon the property where such condition exists. 604.3.3 Clearance of Brush or Vegetative Growth from Roadways.

All native brush, weeds, grass, and hazardous vegetation situated within ten (10') feet of the outer edge or edges of the usable road surface of any highway, street, alley, or driveway serving more than one residence shall be maintained at a height of not more than three (3") inches above the ground.
604.3.4 Vegetation Assessment. The Fire Code Official can require a vegetation assessment by a licensed arborist to verify and confirm the health of tree species and or vegetation without charge to the jurisdiction.

Sections 604.6 is added to the California Wildland-Urban Interface Code to read as follows 604.6 Non-Very High Fire Hazard Severity Zone Required Maintenance.

Persons owning, leasing, controlling, operating, or maintaining property in the Non-Very High Hazard Severity Zone areas shall at all times comply with the following:

1. All trees, shrubs, bushes, and other growing vegetation or portions thereof, adjacent to or overhanging any structure shall be kept free of dead limbs, branches, and other combustible matter.

2. All roof structures shall be kept free of substantial accumulations of leaves, needles, twigs, and other combustible matter.

3. Remove all cut vegetation and debris and legally dispose of. All vegetation, native or otherwise, shall be maintained so as not to constitute a fire hazard or public nuisance.

4. Remove dead material from live plants, trees, or other vegetation which include dead and or dry bearded palm fronds. All dead trees and vegetation shall be completely removed from the property.

5. Maintain all vegetation in such a condition as not to provide an available fuel supply to augment the spread or intensity of a fire.
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Appendices U, V and W are added to the California Wildland-Urban Interface Code to read as follows:

APPENDIX U – RED FLAG RESTRICTIONS IN VERY HIGH FIRE HAZARD SEVERITY ZONES SECTION U101 – GENERAL
U101.1 Scope
The provisions of this appendix establish general requirements applicable to new and existing properties located within the Very High Fire Hazard Severity Zone of the City of Beverly Hills for activities during periods that have been declared as having Red Flag Weather Conditions.

U101.2 Findings and Purpose
The findings and purpose of the provisions of this appendix are as follows.

1. The City of Beverly Hills contains areas designated by CalFire as a “Very High Fire Hazard Severity Zone” (VHFHSZ), which are subject to elevated wildfire risk due to topography, vegetation, and weather conditions.

2. During periods of Red Flag Weather Conditions, wildfire ignition and spread are significantly more likely and more dangerous.

3. The City finds that temporary restrictions on certain activities during Red Flag conditions are necessary to protect life, property, and the environment within the VHFHSZ.

U101.3 Applicability
The provisions of this appendix shall apply only to parcels and properties located within the City’s designated Very High Fire Hazard Severity Zone, as may be amended from time to time.

SECTION U102 – DEFINITIONS
U102.1 Red Flag Weather Conditions
Meteorological conditions defined by the National Weather Service or a regional fire authority indicating critical fire danger, including but not limited to high temperatures, low relative humidity, and strong winds. A Red Flag declaration is made by the Mayor or their designee.

U102.2 Very High Fire Hazard Severity Zone (VHFHSZ)
Those areas of the City designated by CalFire and adopted by the City Council pursuant to Government Code § 51179 as Very High Fire Hazard Severity Zones.

U102.3 Hot Work or Hot Machinery
Includes, but is not limited to, equipment or tools that emit sparks or flames or generate heat capable of igniting combustible materials. Examples include welding torches, grinders, chainsaws, and internal combustion-powered landscaping equipment.

U102.4 Brush Cutting Tools
Motorized or electrically powered tools used to trim, cut, or remove brush and vegetation.

U102.5 Mayor or Designee
The Mayor of Beverly Hills or any City official or employee designated by the Mayor, including the Fire Chief, Police Chief, or City Manager.
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SECTION 103 – DECLARATION AND NOTIFICATION
U103.1 Notification
Upon declaration of Red Flag Weather Conditions by the Mayor or designee, the City shall promptly notify the public by:

1. Posting on the official City website and social media platforms;

2. Issuing alerts via email/text notification systems;

3. Coordinating with local media and public safety agencies;

4. Placing temporary signage as appropriate.

U103.2 Duration
The declaration shall specify the duration of the Red Flag condition, which may be extended or rescinded as conditions change.

SECTION U104 – PROHIBITED ACTIVITIES DURING RED FLAG CONDITIONS U104.1 Prohibited Activities
During declared Red Flag Weather Conditions, the following activities shall be prohibited within the VHFHSZ.

U104.1.1 Parking Restrictions

1. No person shall park or leave standing any vehicle on a street or roadway posted with “No Parking on Red Flag Days” signage.

2. Vehicles in violation may be cited and towed at the owner's expense pursuant to California Vehicle Code § 22651.

U104.1.2 Use of Hot Work or Hot Machinery

1. No person shall operate any hot work or hot machinery outdoors.

2. Exceptions may be made for emergency utility repairs or work performed by public agencies with appropriate fire safety measures in place.

U104.1.3 Use of Brush Cutting Tools

1. The use of mechanical or motorized brush cutting tools is prohibited in outdoor areas.

2. Manual tools (e.g., hand shears, rakes) may be used cautiously.

U104.1.4 Open Flames and Outdoor Fire Features

1. No person shall ignite or maintain open flames including, but not limited to, charcoal or wood-burning barbecues, fire pits, or outdoor fireplaces.

2. Propane or natural gas grills may be used on non-combustible surfaces, provided they are attended at all times and equipped with a fire extinguisher or hose.

SECTION U105 - EXEMPTIONS
U105.1 Exempt agencies and personnel
The following are exempt from the prohibitions outlined in this appendix.

1. Law enforcement, fire protection agencies, and emergency responders acting in the course of official duty.

2. Utility providers performing emergency work to maintain or restore services. 141

3. Persons or entities granted a written exemption by the Fire Chief or their designee, subject to conditions necessary to mitigate fire risk.

SECTION U106 - ENFORCEMENT AND PENALTIES
U106.1 Enforcement agencies
This Chapter shall be enforced by the Beverly Hills Police Department, Fire Department, and Code Enforcement.

U106.2 Penalties
Violations of this Chapter shall constitute an administrative offense and may result in the following.

1. Administrative citation and fines pursuant to BHMC Title 1, Chapter 3.

2. Immediate cessation of prohibited activity.

3. Removal of vehicles in violation of parking restrictions.

4. Recovery of City costs related to fire suppression or damage, where applicable.

APPENDIX V – PROHIBITED VEGETATION
SECTION V101 – GENERAL
V101.1 Scope
Some plants are particularly susceptible to fire due to their characteristics. These characteristics can be either physical or chemical. Examples of physical properties would be large amounts of dead material retained within the plant, rough peeling bark, and the production of copious amounts of litter. Examples of chemical properties would be presence of volatile substances such as oils, resins, wax, and pitch. Certain native plants are notorious for containing these volatile substances.

V101.2 Applicability
Any vegetation with these characteristics shall not be planted on properties located in the Very High Fire Hazard Zone. Should these species listed in Table V103.1 exist within the VHFHSZ, they should be removed or aggressively maintained. Replanting prohibited existing vegetation that becomes dead or diseased shall be replaced with vegetation that is not indicated below. The prohibited vegetation list comprises information from surrounding fire departments such as Santa Barbara, Ventura, Orange County, Montecito, and Rancho Cucamonga.

SECTION V103 – PROHIBITED PLANT LIST
Table V103.1 Prohibited Plant List
Species Common Name(s)
Archonphoenix cunninghamiana King Palm*
Archonphoenix alexandrae King Palm*
Abies Spp. Firs
Acacia Spp. Acacia species
Adenostoma fasciculatum* Chamise, Greasewood*
Adenostoma sparsifolium* Red Shank*
Agonis juniperina Juniper Myrtle
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Agropyron repens Quackgrass
Anthemis cotula* Mayweed*
Araucaria citrinus Araucaria Monkey Puzzle Tree
Araucaria bidwillii Araucaria Bunya Bunya
Arbutus menziesii Madrone
Arctostaphylos Spp. Manzanita
Arenga engleri Formosa Sugarpalm
Artemisia abrotanium Southernwood Sagebush
Artemisia absinthium Wormwood Sagebush
Artemisia californica* California Sagebrush*
Artemisia caucascia Silver Sagebush
Artemisia dracunculus True tarragon Sabebush
Artemisia tridentata Big Sagebush
Artemisia pynocephala Sandhill Sagebush
Arundo donax Giant Reed
Avena fatua Wild Oat
Bambusa Spp.* Bamboo*
Baccharis pilularis Coyote Brush
Bougainvillea Spp. Bougainvillea
Brahea armata Blue Hesper Palm
Brahea brandegeei San Jose Hesper Palm
Brahea edulis Guadlupe Palm
Brassica nigra* Black Mustard*
Brassica rapa* Yellow Mustard, Field Mustard*
Bromus rubens Foxtail, Red Brome
Butia capitata Jelly or Pindo Palm
Callistemon citrinus Bottlebrush Lemon
Callistemon rosea Bottlebrush Rose
Callistemon viminalis Bottlebrush Weeping
Cardaria draba* Noary Cypress, Peppergrass*
Casuarina cunninghamiana River She-oak
Castanopsis chrysophylla Giant Chinquapin
Cedrus Spp.* Cedars*
Chamaecyparis Spp. False Cypress
Chamaerops humilis Mediterranean Fan Palms
Cinnamomum camphora Camphora
Cirsium vulgare* Wild Artichoke*
Conyza Canadensis* Horseweed*
Coprosma pumila Prostrate Coprosma
Cortaderia jubata Chinquapin,Giant
Cortaderia selloana* Pampas Grass*
Cryptomeria japonica Japanese Cryptomeria
Cupressus Spp.* Cypress*
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Cynara cardunculus* Artichoke Thistle*
Cytisus scoparius Scotch Broom
Delosperma "alba" White Trailing Ice Plant
Drosanthemum floribundum Rosea Ice Plant
Dodonea viscose Hopseed Bush
Eriodictyon californicum Yerba Santa
Erigonum fasciculatum* Common Buckwheat*
Eucalyptus Spp.* Eucalyptus*
Fremontodendron Flannel Bush
Helix canariensis English ivy
Heterothaca grandiflora* Telegraph Plant*
Hordeum leporinum Wild Barley
Howea forsteriana Sentry Palm
Jubaea chilensis Chilean Wine Palm
Juniperus Spp.* Juniper*
Lactuca serriola* Prickly Lettuce*
Lamprathus aurantiacus Bush Ice Plant
Lamprathus spectabilis Trailing Ice Plant
Larix Spp. Larch
larrea tridentata Creosote Bush
Leptospermum laevigatum Australian Tea
Leptospermum petersonii Tea Tree
Livistona chinensis Chinese Fan Palm
Lolium multiflorum Ryegrass
Lonicera japonica Japanese Honeysuckle
Mahonia Spp. Mahonia
Melaleuca Spp. Melaleuca
Mimulus aurantiacus Sticky Monkeyflower
Miscanthus Eulalia Grass
Muhlenbergia Deer Grass
Nassella/ Stipa tenuissima* Mexican Feathergrass*
Nicotania bigelevil* Indian Tobacco*
Nicotania glauca* Tree Tobacco*
Pennisetum Spp. Fountain Grass
Perronskia atriplicifloria Russian Sage
Phoenix canariensis Canary Island Date Palm
Phoenix dactylifera Date Palm
Phoenix reclinata Senegal Date Palm
Phoenix roebelenii Pygmy Date Palm
Phoradendron atroplicifolia Mistletoe
Pickeringia montana Chaparral Pea
Picea Spp. Spruces
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Pinus Spp.* Pines*
Platycladus orientalis Oriental Arborvitae
Pseudotsuga menziesii Douglas Fir
Rhus Spp.* Sumac*
Ricinus communis* Caster Bean Plant*
Rosmarinus officinalis Rosemary
Sabal pametto Cabbage Palm Tree
Sacsola austails* Russian Thistle / Tumbleweed*
Salvia mellifera* Black Sage*
Schinus molle California pepper tree
Schinus terebenthifolius Brazilian pepper tree
Silybum marianum* Milk Thistle*
Syagrus romanzoffiana Queen Palm
Tamarix Spp. Tamarix
Taxus Spp. Yew
Thuja Spp. Abborvitae
Trachycarpus fortunei Windmill Palm
Trachycarpus wagnerianus Dwarf Chusan Palm
Trithrinax campestris Bluse Needle Palm
Tsuga Spp. Hemlock
Urtica Urens* Burning Nettle*
Washingtonia filifera* California Fan Palm*
Washingtonia robusta* Mexican Fan Palm*
*Identified as target species. Existing target vegetation species located in the fuel modification zone shall be removed due to the potential threat they pose to any structure in the Very High Fire Hazard Severity Zone as identified in Appendix W.

APPENDIX W – TARGET VEGETATION SPECIES
SECTION W101 – GENERAL
W101.1 Scope
Along with prohibited vegetation as referenced on Appendix V, indicated in Table W103.1 is a list of target vegetation species that requires removal. Should any of the listed species below exist on the property that triggers a fuel modification permit/plan, the target vegetation species shall be removed. They are referred to as target vegetation species since their complete removal is a critical part of hazard reduction.

W101.2 Applicability
These fire-prone vegetation species include, but not limited to, those listed in table W103.1.

SECTION W103 – FIRE PRONE PLANT SPECIES
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Table W103.1 Fire Prone Plant Species (Mandatory Removal)

Species Common Name(s)
Archonphoenix cunninghamiana King Palm
Archonphoenix alexandrae King Palm
Adenostoma sparsifolium Red Shank
Anthemis cotula Mayweed
Artemisia californica California Sagebrush
Bambusa Spp. Bamboo
Brassica nigra Black Mustard
Brassica rapa Yellow Mustard, Field
Mustard
Cardaria draba Noary Cypress, Peppergrass
Cedrus Spp. Cedars
Cirsium vulgare Wild Artichoke
Conyza Canadensis Horseweed
Cortaderia selloana Pampas Grass
Cupressus Spp. Cypress
Cynara cardunculus Artichoke Thistle
Erigonum fasciculatum Common Buckwheat
Eucalyptus Spp. Eucalyptus
Heterothaca grandiflora Telegraph Plant
Juniperus Spp. Juniper
Lactuca serriola Prickly Lettuce
Nassella / Stipa tenuissima Mexican Feathergrass
Nicotania bigelevil Indian Tobacco
Nicotania glauca Tree Tobacco
Pinus Spp. Pines
Rhus Spp. Sumac
Ricinus communis Caster Bean Plant
Sacsola austails Russian Thistle /
Tumbleweed
Salvia mellifera Black Sage
Silybum marianum Milk Thistle
Urtica Urens Burning Nettle
Washingtonia filifera California Fan Palm
Washingtonia robusta Mexican Fan Palm”
Section 19. Sections 9-2-1 and 9-2-2 of Chapter 2 of Title 9 of the Beverly Hills Municipal Code are hereby repealed provided, however, that such repeal shall not affect or excuse any violation of either section occurring prior to the effective date of this ordinance. New Sections 9-2-1 and 9-2-2 are hereby added to Chapter 2 of Title 9 of the Beverly Hills Municipal 146
Code to read as follows:
“9-2-1 ADOPTION OF CALIFORNIA FIRE CODE: The 2025 edition of the California Fire Code as adopted by the California State Fire Marshal, including Appendices B, BB, C, CC, D, F, and H, is hereby adopted by reference, subject to the amendments set forth in Section 9-2-2, and the same shall be known and may be cited as the Fire Code of the City of Beverly Hills.” “9-2-2 AMENDMENTS TO FIRE CODE: The Fire Code adopted pursuant to Section 9-2-l is hereby amended as follows:

Section 101.1 of the California Fire Code is amended to read as follows:
101.1 Title.

These regulations shall be known as the Fire Code of the City of Beverly Hills, hereinafter referred to as “this code.”
Section 103.1 of the California Fire Code is amended to read as follows:
103.1 Creation of agency.

The Beverly Hills Fire Department is hereby created and the official in charge thereof shall be known as the fire code official. The function of the agency shall be the implementation, administration and enforcement of the provisions of this code.

Section 104.2.3, excluding subsections, of the California Fire Code is amended to read as follows:
104.2.3 Alternative materials, design and methods of construction and equipment.

The provisions of this code are not intended to prevent the installation of any materials or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction shall be approved where the fire code official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, not less than equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability, and safety.

Exception: Deleted
Section 104.2.4 of the California Fire Code is adopted and amended to read as follows:
104.2.4 Modifications. Where there are practical difficulties involved in carrying out the provisions of this code, the fire code official shall have the authority to grant modifications for individual cases, provided the fire code official shall first find that special individual reason makes the strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code and that such modification does not lessen health, life and fire safety requirements. The details of action granting modifications shall be recorded and entered in the files of the City.
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Section 104.4 of the California Fire Code is amended to read as follows:
104.4 Right of entry. Whenever it is necessary to make an inspection to enforce the provisions of this code, or whenever the fire code official has reasonable cause to believe that there exists in a building or upon any premises any conditions or violations of this code which make the building or premises unsafe, dangerous or hazardous, the fire code official shall have the authority to enter the building or premises at all reasonable times to inspect or to perform the duties imposed upon the fire code official by this code. If such building or premises is occupied, the fire code official shall present credentials to the occupant and request entry. If such building or premises is unoccupied, the fire code official shall first make a reasonable effort to locate the owner or other person having charge or control of the building or premises and request entry. If entry is refused, the fire code official has recourse to every remedy provided by law to secure entry.
104.4.1 Warrant. When the fire code official has first obtained a proper inspection warrant or other remedy provided by law to secure entry, an owner or occupant or person having charge, care or control of the building or premises shall not fail or neglect, after proper request is made as herein provided, to permit entry therein by the fire code official for the purpose of inspection and examination pursuant to this code.”
Section 104.11.4 is added to the California Fire Code to read as follows:
104.11.4. Financial Responsibility. Any person who personally, or through another, willfully, negligently, or in violation of law, sets a fire, allows a fire to be set, or allows a fire kindled or attended by him/her to escape from his/her control, allows any hazardous material to be handled, stored, disposed, of, or transported in a manner not in accordance with this Code, State law or nationally recognized Standards, allows any hazardous materials to escape from his/her control, allows continuation of a violation of this Code is liable for the expense of fighting the fire including fire investigation or for the expenses incurred during a hazardous materials incident, and such expense will be charged against that person.

Section 104.12 is added to the California Fire Code to read as follows:
104.12 Fire prevention bureau personnel and police. The chief and members of the Community Risk Reduction shall each have the powers of a peace officer in performing their duties under this code as follows:

1. Members of the fire department may act as peace officers only as permitted by section 830.37 of the California Penal Code. All members of the fire department with the rank of captain or above and all members of the Community Risk Reduction who are peace officers as defined in section 830.37 of the Penal Code and members who have been designated by the fire chief as arson investigators and who have satisfactorily completed the courses of training required by section 832 of the Penal Code are designated as peace officers for the purposes of section 171c, 171d, 25450, 25455 and 25850 of the Penal Code while engaged as members of an arson investigating unit, regularly employed and paid as such, in the detection and apprehension of persons who have violated or who are suspected of having violated any fire law, or while exclusively engaged in the enforcement of law as relating to fire prevention and fire suppression. 148

2. When requested to do so by the chief, the chief of police is authorized to assign such available peace officers as necessary to assist the fire department in enforcing the provisions of this code.

Section 105.5.9 and Table 105.5.9 of the California Fire Code are amended to read as follows:
105.5.9 Compressed Gases. An operational permit is required for the storage, use, or handling at normal temperature or pressure (NTP) of compressed gases in excess of the amounts listed in Table 105.5.9. A permit is also required to perform an inventory / survey to verify compliance with the maximum allowable quantities of compressed gases for non-fixed (portable) or fixed operational systems, when required by the AHJ.

Exception: Vehicles equipped for and using compressed gas as a fuel for propelling the vehicle TABLE 105.5.9

PERMIT AMOUNTS FOR COMPRESSED GASES

TYPE OF GAS
AMOUNT
(cubic feet at
NTP)
Carbon dioxide used in carbon dioxide enrichment systems 875 (100 lb) Carbon dioxide used in insulated liquid carbon dioxide
beverage dispensing applications 875 (100 lb)
Corrosive 200
Flammable (except cryogenic fluids and liquefied petroleum gases) 200 Highly toxic Any Amount
Inert and simple asphyxiant 6,000
Oxidizing (including oxygen) 504
Pyrophoric Any Amount
Toxic Any Amount
For SI: 1 cubic foot = 0.02832 m3
.
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Section 105.5.51 of the California Fire Code is amended to read as follows:
105.5.51 Temporary membrane structures, special event structures, and tents A special fire permit is required to operate a temporary membrane structure, special event structure, or tent having an area in excess of 40 square feet in accordance with section 105.6.25.

Section 105.5.60 is added to the California Fire Code to read as follows:
105.5.60 Special Fire Permits. The following special fire permits are required for events in the City of Beverly Hills as deemed necessary by the Fire Code Official. 105.5.60.1 Liquid Propane Gas. A Special Fire Permit is required for storage and use of liquid propane gas.
105.5.60.2 Candles. A Special Fire Permit is required for any candle(s) used. 105.5.60.3 Places of Assembly. A Special Fire Permit event is required for any event related Assembly
105.5.60.4 Pyrotechnic Special Effects Materials. A Special Fire Permit is required for any Pyrotechnic Special Effects Materials used as required by sections 105.5.44 and 5601.1.3.
105.5.60.5 Temporary Membrane Structure and Tent. A Special Fire Permit is required for any temporary membrane structure or tent that exceeds 40 square feet as required by sections 105.5.51 and 105.6.25
105.5.60.6 Drapery or Decorative Material. A Special Fire Permit is required for the installation of any drapery or fabric.

Exception. Chair and table cloth fabric and drapery only. 105.5.60.7 Vehicle Display. A special fire permit is required for all temporary vehicle displayed indoors; and outdoor vehicle displays that affects health and safety standards.

Section 108.1 of the California Fire Code is adopted and amended to read as follows:
108.1 Fees. A permit, required by this code, shall not be issued until the fees have been paid to the City, nor shall an amendment to a permit be released until the additional fee, if any, has been paid in accordance with the adopted schedule of fees and charges.” The Beverly Hills Fire Department is authorized to charge, invoice fees for permits and other services, including the review of any plans, documents, new and existing commercial inspections or any other fire department related services. Fees shall be paid by the applicant prior to issuance of permits or performance of services. The Fire Department fees shall be subject to change based upon the current fee resolution.
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Section 108.6 of the California fire code is adopted and amended to read as follows:
108.6 Refunds. The applicable governing authority is authorized to establish a refund policy. The refund policy shall be as is established by section 9-1-110 of the Beverly Hills Administrative Code.”
Section 109.1 of the California Fire Code is adopted, without modification, to read as follows:
109.1 Inspection authority. The fire code official is authorized to enter and examine any building, structure, marine vessel, vehicle or premises in accordance with Section 104.4 for the purpose of enforcing this code.

Section 109.2.3 is added to the California Fire Code to read as follows:
109.2.3 Annual inspection. All properties located in the Very High Fire Hazard Severity Zone as identified by the Beverly Hills Very High Fire Hazard Severity Zone shall be inspected annually for compliance with state and local brush clearance requirements by the Fire Official.

All B and M occupancies and other occupancies as determined by the Fire Code official, shall be inspected at least once in a 2 year period, but not more than once a year for state and local fire life safety requirements by the Fire Code Official. Certain occupancies, as determined by the Fire Code Official, shall be inspected annually.

Exception: Compliance Verification Inspections frequency to be determined by the Fire Official as needed.”
Section 110.3 of the California Fire Code is adopted without modification to read as follows:.
110.3 Recordkeeping. A record of periodic inspections, tests, servicing and other operations and maintenance shall be maintained on the premises or other approved location for not less than 3 years, or a different period of time where specified in this code or referenced standards. Records shall be made available for inspection by the fire code official, and a copy of the records shall be provided to the fire code official upon request.

The fire code official is authorized to prescribe the form and format of such recordkeeping. The fire code official is authorized to require that certain required records be filed with the fire code official.

Section 113.4 of the California Fire Code is amended to read as follows:
113.4 Violation penalties and citations. Persons operating or maintaining an occupancy, premises, vehicle, or performing work which requires a permit by this code, who allow a hazard to exist or fail to take immediate action to abate a hazard on such occupancy, premises, or vehicle or who fail to obtain a permit prior to start of work which requires such a permit under this code, when ordered or notified to do so by the chief, shall be guilty of a misdemeanor. 113.4.1 Abatement of violation. In addition to the imposition of the penalties herein described, the fire code official is authorized to institute appropriate action to prevent unlawful construction or to restrain, correct, or abate a violation; or to prevent illegal occupancy of a structure or 151
premises; or to stop an illegal act, conduct business, or occupancy of a structure on or about any premises.”
Section 115.1.3 is added to the California Fire Code to read as follows:
115.1.3 Warning signs. Whenever the chief shall determine that warning signs are required in the protection of persons or property from injury due to unauthorized entry into dangerous structures or buildings, he shall order such buildings or structures adequately posted with signs reading, "WARNING UNSAFE DO NOT ENTER BY ORDER OF THE BEVERLY HILLS FIRE DEPARTMENT."
It shall be unlawful for any person to enter or remain within any such posted structures or building, except that public officers acting in the course of duty, and representatives of public or private utilities, shall be exempt from the provisions of this section.” Chapter 3 of the California Fire Code is adopted in its entirety excluding sections 307.2, 310, and 315.2.
“Section 304.1.3 of the California Fire Code is amended to read as follows:
304.1.3 Vegetation. Weeds, grass, vines, trees, or other growth that is known to be flammable and capable of being ignited and endangering property, shall be cut down and removed by the owner or occupant of the premises when determined by the fire code official. Vegetation clearance requirements shall be in accordance with BHMC Article 17 and the California Wildland-Urban Interface Code.
[California Code of Regulation, Title 19, Division 1, §3.07(b)] Clearances. (b) Ground Clearance. The space surrounding every building or structure shall be maintained in accordance with the following: Any person that owns, leases, controls, operates, or maintains any building or structure in, upon, or adjoining any mountainous area or forest-covered lands, brush covered lands, or grass-covered lands, or any land which is covered with flammable material, shall at all times do all of the following:
(1) Maintain around and adjacent to such building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side thereof or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This section does not apply to single specimens of trees, ornamental shrubbery, or similar plants which are used as ground cover, if they do not form a means of rapidly transmitting fire from the native growth to any building or structure.
(2) Maintain around and adjacent to any such building or structure additional fire protection or firebreak made by removing all bush, flammable vegetation, or combustible growth which is located from 30 feet to 100 feet from such building or structure or to the property line, whichever is nearer, as may be required by the enforcing agency if he finds that, because of extra hazardous conditions, a firebreak of only 30 feet around such building or structure is not sufficient to provide reasonable fire safety. Grass and other vegetation located more than 30 feet from such building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. 152
(3) Remove that portion of any tree which extends within 10 feet of the outlet of any chimney or stovepipe.
(4) Cut and remove all dead or dying portions of trees located adjacent to or overhanging any building.
(5) Maintain the roof of any structure free of leaves, needles, or other dead vegetative growth. (6) Provide and maintain at all times a screen over the outlet of every chimney or stovepipe that is attached to any fireplace, stove, or other device that burns any solid or liquid fuel. The screen shall be constructed of nonflammable material with openings of not more than 1/2 inch in size.
(7) Hazardous vegetation and fuels around all applicable buildings and structures shall be maintained in accordance with the following laws and regulations:
(A) Public Resources Code Section 4291;
(B) California Code of Regulations Title 14 – Natural Resources, Division 1.5 – Department of Forestry and Fire Protection, “General Guideline to Create Defensible Space”);
(C) California Government Code Section 51182;
(D) California Code of Regulations, Title 24, Part 9, Chapter 49.

Section 308.1.11 is added to the California Fire Code to read as follows:
308.1.11 Open flame gas fired decorative torches. Open flame decorative appliances shall comply with section 308.2 and the following requirements:
308.1.11.1 Installation.

1. All torch burner heads shall be approved by the Fire Department and shall be listed by an approved testing laboratory or agency. Torch burner heads shall be installed a minimum of eight feet from the ground level.

2. A radius of ten feet shall be maintained between the torch burner and combustible materials, including all vegetation.

3. Torch flames shall not exceed 24" inches in length, except by special approval of the Fire Department. Every burner shall be equipped with an approved automatic pilot light and manually controlled shutoff valve located in the main gas supply line.

4. An approved shutoff valve shall be located at or near the base of the torch, and a labeled secondary shutoff valve shall be located at an easily accessible remote location.

5. Minimum pipe size of torch standard shall be 1 inch. If length of torch standard exceeds 8 feet, pipe size shall be not less than 1 1/2 inches.

6. If torch is exposed to mechanical damage or vehicular traffic, adequate protection shall be provided. Torch standards mounted on the ground shall be imbedded 12 inches into a 15 inch cube of concrete or such other standards that will resist equal force.

Section 308.1.12 is added to the California Fire Code to read as follows:
308.1.12 Approved Gas Fire Pits. Gas Fire pits shall have a minimum 10-foot perimeter clearance from structures, vegetation or other combustible materials. No solid fuel burning shall 153
take place in a fire pit. Fire pits shall be no larger than a 3-foot in diameter and constructed of noncombustible material.

Section 308.1.13 is added to the California Fire Code to read as follows:
308.1.13 Approved Fixed Gas Decorative Fire Features. Fixed gas decorative fire features that are not classified as chimney’s, fire pits, BBQ’s or portable fueled open flame equipment shall have a minimum 10-foot perimeter clearance from combustible portions of structures, vegetation or any other combustible materials. Decorative fire features shall operate only with natural gas and shall have a shut-off valve.

Section 308.1.14 is added to the California Fire Code to read as follows:
308.1.14 Open flame gas fired decorative torches. Open flame decorative appliances shall comply with section 308.1.14 and the following approval and permit requirements:

1. Applicant shall first apply to the Beverly Hills Community Development Department, Building and Safety for a permit application, and submit two (2) sets of scale drawings, showing building, property line and public ways. Location of remote shutoff valves should also be shown.

2. Applicant shall submit one (1) copy of plans to the Fire Department for approval. The torch location, piping, shut offs and clearances shall be shown.

3. If the torch body or flame extends over a public street or sidewalk, applicant shall submit plans for approval to the Community Development Department, Building and Safety.

4. Any electrical wiring shall be installed in compliance with an electrical permit obtained from Community Development Department, Building and Safety division.” Section 503 of the California Fire Code is adopted without modification.

Section 504.1 of the California Fire Code is amended to read as follows:
504.1 Required Access. Exterior doors and openings required by this code or the California Building Code shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided where required by the fire code official. All exterior access doors shall have locks with exterior key access and an approved, exterior, door opening hardware, including handle or lever. Keys for required access shall be made readily available with a fire department Knox box.
[California Code of Regulations, Title 19, Division 1,§3.05(b)] Fire Department Access and Egress. (Roofs)
(b) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, chain link fencing or any other fencing material, cable, aerial, antenna or other obstruction on the roof of any commercial establishment in such a manner as to obstruct or render egress or access hazardous in the event of fire or other emergency.

Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of seven feet or more between the roof and said obstruction. Guy wire or rods required to support aerial 154
or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast.

Section 505.1 of the California Fire Code is adopted and amended to read as follows:
505.1 Address identification. New and existing buildings shall be provided with approved address identification, numbers or letters. Each character shall be not less than 4 inches (102 mm) in height for residential properties and a minimum of 6 inches high for non-residential properties and not less than 0.5 inch (12.7 mm) in width. They shall be installed on a contrasting background, on private property, and be plainly visible from the street or road fronting the property.

When required by the city fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address numbers shall also comply with BHFD Premise Identification Standard 19-002.
505.1.1 Building numbering requirements. The entrances to all buildings from public streets shall have the numbers designated by the city building official conspicuously displayed near the entrance of the structure in a manner that they are is visible from the street or road. In commercial locations where vehicles can obstruct addressing due to curb side parking, numbers shall be placed a minimum height of 8 feet from finished floor or as approved by fire code official.

1. The name of the street and street number as assigned by the city building official shall be visible from the alley and located adjacent to the alley access to the structure.

4. When structure access doors are available from the alley or side street for a single tenant or occupant, the door shall be provided with address numbering and street name identification including unit numbers or letters in a manner approved by the city fire code official.
505.1.2 Directory. For complexes or commercial buildings 2 stories or greater, a directory or premise map with approved addressing shall be installed and maintained at a location and in a format as approved by the fire code official and shall also comply with the most current version of the BHFD Premise Identification Standard 19-002.
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Section 506.1.3 of the California Fire Code is added to read as follows:
506.1.3 Locks and key switches. An approved key switch or pad lock shall be installed on motorized or lockable gates, perimeter fencing or similar barricades that obstruct access to a property when required by the fire code official. Knox switches, padlocks, and boxes shall also comply with the most current version of the BHFD Knox Box Standard 19-001.

Section 510.5 of the California Fire Code, excluding subsections, is amended to read as follows:
510.5 Installation Requirements. The installation of the in building, two-way emergency responder communication coverage system shall be in accordance with NFPA 1225, and Sections 510.5.1 through 510.5.4, and the most current version of the Beverly Hills Fire Department Emergency Responder Radio Coverage Standard 19-005.

Subsection 901.2.2 is added to the California Fire Code to read as follows:
901.2.2 Hydraulic water calculations. All fire sprinkler systems shall be designed with a 10% safety factor for hydraulic water calculations. Water Flow Test reports over 12 months shall be subject to a current flow test report as required by the Fire Code Official.

Subsection 901.4.3.1 is added to the California Fire Code to read as follows:
901.4.3.1 Required Inspection, Testing and Maintenance. For permitted alterations, all required Inspection, Testing, and Maintenance (required certifications) of all existing fire and life safety systems shall be completed prior to final inspection.

Fire Life safety systems shall include but are not limited to: Fire Sprinklers, Fire Alarm, Standpipe, Fire Pumps, Pre-engineered Systems, Smoke Control Systems, or any other similar fire protection systems.

Section 901.7 of the California Fire Code, excluding subsections, is amended to read as follows:
901.7 Systems out of Service. Where a required fire protection system is out of service, the fire code official shall be notified immediately. Where required by the fire code official, the building shall be either evacuated or an approved fire watch shall be provided for the building until the fire protection system has been returned to service and verified by the Fire Code Official. Fire watch shall comply with the most current edition of the City of Beverly Hills Fire Watch Standard 19-003.

Section 903.2 of the California Fire Code is amended to read as follows:
903.2 Where required.

B. Existing Buildings. Approved automatic sprinkler systems shall be required in all existing buildings if: (i) additions, alterations or repairs are made within any twelve (12) month period which 156
exceed fifty percent (50%) of the value of such existing building, (ii) an addition is constructed which exceeds fifty percent (50%) of the square footage of the existing building, or (iii) an addition of more than five thousand (5,000) square feet is constructed.

C. Specific Occupancies. Areas occupied by the following occupancies shall have an approved fire sprinkler system installed:

1. Throughout all existing eating establishments having a floor area in excess of three thousand (3,000) square feet, including all related floor area including but not limited to food preparation and waiting areas.

2. Throughout bowling alleys.

3. Throughout public assembly occupancies having an occupant load of three hundred (300) or more persons. If such occupancies are located above the first floor, the floors below shall be provided with an automatic sprinkler system; provided further, public assembly occupancies of three hundred (300) or more persons placed in buildings existing prior to August 19, 1976, shall not be required to provide an automatic fire-extinguishing system in floors below such occupancy.

4. Throughout hotels except those areas used exclusively for lodging.

5. Throughout retail sales rooms classified as group M and S occupancies if the floor area of all floors exceeds twelve thousand (12,000) square feet, and in group M and S retail sales and storage occupancies more than three (3) stories in height, and in group M and S occupancies, if such occupancies are located within the same building or structure as group R-l occupancies. The area of mezzanines shall be included in determining the areas where sprinklers are required.

6. Nightclubs and discos in rooms primarily used for entertaining occupants who are drinking or dining and unseparated accessory uses where the total area of such unseparated rooms and assembly uses exceeds three thousand (3,000) square feet. For uses to be considered “separated,” the separation shall be not less than is required for a one-hour occupancy separation.

7. In every story or basement of all buildings if the floor area exceeds fifteen hundred (1,500) square feet and there is not provided at least twenty (20) square feet of opening entirely above the adjoining ground level in each 50 linear feet or fraction thereof of exterior wall in the story or basement on at least one side of the building. Openings shall have a minimum dimension of not less than thirty (30) inches. Such openings shall be accessible to the fire department from the exterior and shall not be obstructed in a manner that firefighting or rescue cannot be accomplished from the exterior. When openings in a story are provided on only one side and the opposite wall of such story is more than seventyfive (75) feet from such openings, the story shall be provided with an approved automatic sprinkler system, or openings as specified above shall be provided on at least two sides of an exterior wall of the story.

Section 903.2.1 through 903.2.10 of the California Fire Code (and the subsections therein) are hereby deleted in their entirety, except 903.2.1.6.

Section 903.2.1.6 of the California Fire Code is amended to read as follows:
903.2.1.6 Assembly occupancies on roofs. Where an occupied roof has an assembly occupancy with an occupant load exceeding 49 or Group A-2 and 300 for other Group A 157
occupancies, all floors between the occupied roof and the level of exit discharge shall be equipped with an automatic sprinkler system in accordance with Section 903.3.1.1.

Section 903.2.11 of the California Fire Code, excluding subsections, is amended to read as follows:
903.2.11 Specific building areas and hazards. In all occupancies an automatic sprinkler system shall be installed for building design or hazards in the location set forth in Section 903.2.11.2, and 903.2.11.4 through 903.2.11.9.

Sections 903.2.11.1, 903.2.11.1.1, 903.2.11.1.2, 903.2.11.1.3 and 903.2.11.3 of the California Fire code are hereby deleted in their entirety. Section 903.2.11.7 is added to the California Fire Code to read as follows:
903.2.11.7 Storage and use of nitrate film. An automatic sprinkler system shall be provided throughout all new and existing rooms where nitrate film is stored and handled.” Section 903.2.11.8 is added to the California Fire Code to read as follows:
903.2.11.8 Fiber storage vaults. An automatic sprinkler system shall be provided in new and existing combustible fiber storage vaults as defined in the fire code.

Section 903.2.11.9 is added to the California Fire Code to read as follows:
903.2.11.9 Bowling alleys. An automatic sprinkler system shall be provided throughout all new and existing bowling alleys.

Section 903.3.1.1.5 is added to the California Fire Code to read as follows:
903.3.1.1.5 Backflow Assembly for NFPA 13 Systems. An approved backflow assembly (DCDA, DCVA, or RPZ) shall be provided to all new or modified NFPA 13 systems.” Section 903.3.1.2 of the California Fire Code, excluding subsections, is amended to read as follows:
903.3.1.2 NFPA 13R Sprinkler Systems. This section including subsections are deleted. NFPA 13R systems are not allowed in the City of Beverly Hills.

Sections 903.3.1.2.1, 903.3.1.2.2 and 903.3.1.2.3 of the California Fire Code, are deleted.

Section 903.3.1.3.1 is added to the California Fire Code to read as follows:
903.3.1.3.1 Double check valve. Two check valves are required to be installed to all new or modified NFPA 13D systems.

Section 903.3.1.3.2 is added to the California Fire Code to read as follows:
903.3.1.3.2 Additional NFPA 13D Requirements. For new or modified fire sprinklers systems, each separate structure shall include the following:

1. Fire sprinkler riser assembly, including a main control valve, separate domestic valve, pressure gauge, water-flow switch and Identification signage. 158

2. Exterior Horn strobe located street facing on the address side at a minimum of 8 feet in height and unobstructed, or location approved by the fire code official

3. Sprinkler Box with spare sprinklers and wrench in an approved location.” Section 903.3.1.3.3 is added to the California Fire Code to read as follows:
903.3.1.3.3 GPM Test. A GPM test shall be required on all new NFPA 13D systems for structures 10,000 square feet or greater. Any existing NFPA 13D system with modifications, alterations or additions is subject to a GPM test as requested by the fire code official.

Section 903.3.10 of the California Fire Code is amended to read as follows:
903.3.10 Floor Control Valves. Floor control valves, waterflow detection, and check valve assemblies shall be installed at each floor where any of the following occur:

1. Buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access.

2. Buildings that are three or more stories in height.

3. Buildings that are two or more stories below the highest level of fire department vehicle access.

Exception: Group R-3 & R-3 .1 occupancies floor control valves and, waterflow detection assemblies shall not be required.

Section 903.3.11 is added to the California Fire Code to read as follows:
903.3.11 Exterior Projections. Sprinklers shall be provided for exterior canopies, roofs, portecocheres, loading docks, balconies, decks and similar projections that exceed 4 feet to newly constructed or to modified existing sprinklered buildings.

Balconies and decks built onto a non-sprinklered structure that projects outward more than 4 feet of exterior wall of the floor immediately below the projection shall be sprinklered.

Section 903.4 of the California Fire Code, excluding subsections, is amended to read as follows:

Section 903.4 Sprinkler system supervision and alarms. All valves controlling the water supply for NFPA 13 and 13D automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all NFPA 13 and 13D sprinkler systems shall have all valves locked in the open position as required by the Fire Official and be electrically supervised by a listed fire alarm control unit. Where the combination of new and existing sprinkler systems totaling 6 sprinkler heads or more on one property are being modified or altered, the entire sprinkler system shall be monitored off-site by an approved Supervising Station (Central, Remote or Proprietary)
Exceptions:

1. New and existing sprinkler systems with a combined total of 5 heads or less on one property.

2. Electrical supervision of valves on 13D systems shall not be required. 159
Section 903.4.3 of the California Fire Code is amended to read as follows:
903.4.3 Alarms. Approved interior audible and audible /visual devices shall be connected to every 13 and 13D automatic sprinkler system in approved location(s). Bells shall not be installed and existing bells shall be replaced when the system is modified unless approved by the fire code official.

One exterior approved audible and visible alarm notification device, listed for outdoor use, shall be provided and connected to each NFPA 13 and NFPA 13D automatic sprinkler system.

The device shall be located on the exterior of the building, a minimum of 8 feet from finished floor, free from obstructions, street facing and address side, or as approved by the fire code official.

Structures not visible from the street shall require an additional exterior notification device as required by the fire code official. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by this Section and Section 907.5.2.

Section 905.12 of the California Fire Code is amended to read as follows:
905.12 Existing buildings. Existing structures with occupied floors located 3 or more stories above or below the lowest level of fire department access shall be equipped with standpipes installed in accordance with section 905. The standpipes shall have an approved fire department connection with hose connections at each floor level above or below the lowest level of fire department access. The fire code official is authorized to approve the installation of manual standpipe systems to achieve compliance with this section where the responding fire department is capable of providing the required hose flow at the highest standpipe outlet.

Section 907.2.11, excluding subsections, of the California Fire Code is amended to read as follows:

Section 907.2.11 Single- and Multiple-Station Smoke alarms. Listed Single- and multiplestation smoke alarms complying with UL217 for all new and existing R-occupancies shall be installed in accordance with Section 907.2.9.2 and NFPA 72.

Section 907.2.11.5 of the California Fire Code is amended to read as follows:
907.2.11.5 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R occupancies, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. When lowvoltage systems are required, the fire official may require additional sounder bases installed. Low voltage systems shall be installed per NFPA 72 fire alarm system requirements.

Exceptions:

1. Interconnection is not required in buildings which are not undergoing alterations, repairs or construction of any kind.
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Section 907.2.11.6 of the California Fire Code is amended to read as follows:

Section 907.2.11.6 Power source. In existing construction, new construction, and in newly classified group R occupancies, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection.

Exception: Smoke alarms are not required to be equipped with battery backup where they are connected to an emergency electrical system that complies with section 1203.

Section 907.5 of the California Fire Code, excluding subsections, is amended to read as follows:
907.5 Occupant Notification Systems. A fire alarm system and sprinkler monitoring system shall annunciate at the fire alarm control unit and shall initiate occupant notification upon activation, in accordance with Section 907.5.1 through 907.5.2.3.3.1 and 907.5.2.6. Where a fire alarm system and fire monitoring system is required by another section of this code, it shall be activated by:

1. Automatic fire detectors.

2. Automatic sprinkler system waterflow devices.

3. Manual fire alarm boxes.

4. Automatic fire-extinguishing systems.

Exception: Where notification systems are allowed elsewhere in Section 907 to annunciate at a constantly attended location.

Section 907.5.1.2 is added to the California Fire Code to read as follows:
907.5.1.2 Redundant Fire Alarm Systems. Each fire sprinkler system shall have only one fire alarm panel which will be accessible to the fire department at all times. Redundant fire alarm panels shall be removed unless otherwise approved by the AHJ.

Section 907.5.2.6 is added to the California Fire Code to read as follows:
907.5.1.3 Additional Notifications Appliance Location. Approved audible and visible or visible devices shall be connected to every new or modified NFPA 13D automatic sprinkler system in an approved location(s). Visible alarm notification appliances shall be provided in all occupied rooms where ambient noise impairs hearing of the fire alarm including but not limited to residential home theaters, gyms, indoor activity rooms other rooms with similar uses that can impair notification.

Approved audible/visible or visible devices shall be connected to every new or modified NFPA 13 automatic sprinkler system in an approved location(s). Audible/visible alarm notification appliances shall be provided in all occupied rooms where ambient noise impairs hearing of the fire alarm including but not limited to public dressing, changing or fitting rooms with full height doors or curtains that obstruct seeing the visible notification appliances, or businesses with rooms 161
where patients await medical care or consultation is provided, exterior common uses area or as approved by the fire code official.
“Section 907.6.3.1 of the California Fire Code is amended to read as follows:
907.6.3.1 Annunciation. The initiating device status shall be annunciated only at the following approved locations by fire code official; near main entrance, lobby, fire control room, staffed security station or additional units with different addresses from reporting panel. Additional annunciator panels can be required at other locations per the fire code official.

Section 1008.2 of the California Fire Code , excluding subsections 1008.2.1 through 1008.2.4, is amended to read as follows:
1008.2 Illumination required. The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied.

Exceptions:

1. Not adopted

2. Self-service storage units 400 square feet or less in area and accessed directly from the exterior of the building.

3. Aisle accessways in Group A

4. Dwelling units and sleeping units in Groups R-1, R-2 and R-3.

5. Sleeping Units in Group I, R-2.1 and R-4 occupancies. “Section 1008.3, excluding subsections, of the California Fire Code is amended to read as follows:
1008.3 Illumination required by an emergency electrical system.

An emergency electrical system shall be provided to automatically illuminate the following areas in the event of a power supply failure:

1. In rooms or spaces that require two or more means of egress:

1.1. Aisles.

1.2. Corridors.

1.3. Exit access stairways and ramps.

1.4 Parking Structures

2. In buildings that require two or more exits or access to exits:

2.1. Interior exit access stairways and ramps.

2.2. Interior and exterior exit stairways and ramps.

2.3. Exit passageways.

2.4. Vestibules and areas on the level of discharge used for exit discharge in accordance with Section 1028.2.

2.5. Exterior landings as required by Section 1010.1.1.5 for exit doorways that lead directly to the exit discharge.

2.6.Group I-2 exit discharge stairways, ramps, aisles, walkways and escalators leading to a public way or to a safe dispersal area in accordance with Section 1028.5.

3. In other rooms and spaces:

3.1. Electrical equipment rooms.

3.2. Fire command centers.

3.3. Fire pump rooms.
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3.4. Generator rooms.

3.5. Public restrooms with an area greater than 300 square feet (27.87 m2 ).

4. Group I-2 exit discharge stairways, ramps, aisles, walkways and escalators leading to a public way or to a safe dispersal area in accordance with Section 1028.5.

Section 1010.2.11.1 of the California Fire Code is amended to read as follows:
1010.2.11.1 Access-controlled elevator lobby egress doors in mid-rise and high-rise. When approved by the fire official, the entrance doors within an elevator lobby in a means of egress of midrise and highrise buildings serving offices that are equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and an approved automatic smoke detection system installed in accordance with Section 907, are permitted to be equipped with an approved entrance and egress access control system which shall be installed in accordance with all of the following criteria:

1. The building is provided throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

2. A smoke detector is installed on the ceiling on the tenant side of the elevator lobby doors along the center line of the door opening, not less than 1 foot and not more than 5 feet from the door opening, and is connected to the fire alarm system.

3. A remote master switch capable of unlocking the elevator lobby doors shall be provided in the fire command center for use by the fire department.

4. Locks for the elevator lobby shall be UL and California State Fire Marshal listed fail-safe type locking mechanisms. The locking device shall automatically release on activation of any fire alarm device on the floor of alarm (waterflow, smoke detector, manual pull station, etc.) All locking devices shall unlock, but not unlatch, upon activation.

5. A two-way voice communication system, utilizing dedicated lines, shall be provided from each locked elevator lobby to the 24-hour staffed location on site, annunciated as to location. Operating instructions shall be posted above each two-way communication device.

Exception: When approved by the fire chief, two-way voice communication system to an off-site facility may be permitted where means to remotely unlock the access controlled doors from the off-site facility are provided.

6. Provide an approved momentary mushroom shaped palm button connected to the doors and installed adjacent to each locked elevator lobby exit door which will release the door locks when operated by an individual in the elevator lobby. The locks shall be reset manually at the door. Mount palm button so that center line is 48 inches (1219 mm) above finish door. Stairwell doors that electronically lock shall have a master release button located in the Fire Control Room.

Provide a sign stating:

IN CASE OF EMERGENCY, PUSH PALM
BUTTON. DOOR WILL UNLOCK AND
SECURITY ALARM WILL SOUND.
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PROCEED TO EXIT.

The sign lettering shall be 3/4-inch (19.1 mm) high letters by 1/8-inch (3.2 mm) width stroke on a contrasting background.

7. Loss of power to that part of the access control system which locks the doors shall automatically unlock the doors.

Section 1023.9 of the California Fire Code is amended to read as follows:
1023.9 Stairway identification signs. A sign shall be provided at each floor landing in an interior exit stairway and ramp connecting more than two stories designating the floor level, the terminus of the top and bottom of the interior exit stairway and ramp and the identification of the stair or ramp. The signage shall also state the story of, and the direction to, the exit discharge and the availability of roof access from the interior exit stairway and ramp for the fire department. The sign shall be located 5 feet (1524 mm) above the floor landing in a position that is readily visible when the doors are in the open and closed positions. Signs shall be installed on the interior of the stairways on each floor and on the exterior door of each stair door at the ground level, to identify each stair landing and indicate the upper and lower termination of the stairway. Floor level identifications and markings shall remain consistent throughout the entire property or building including, but not limited to lobbies, hallways, parking levels, and basement levels. Additional signage for interior stairway or ramps shall be arranged and marked to make direction of egress to the public way readily available.

In addition to the stairway identification sign, raised character and Braille floor identification signs that comply with Chapter 11B shall be located at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters.
1023.9.1 Signage requirements. Stairway identification signs shall comply with all of the following requirements:

1. The signs shall be a minimum size of 18 inches (457 mm) by 12 inches (305 mm).

2. The letters designating the identification of the interior exit stairway and ramp shall be a minimum of 1-1/2 inches (38 mm) in height.

4. All other lettering and numbers shall be a minimum of 1 inch (25 mm) in height.

5. The stairway's upper terminus, such as ROOF ACCESS or NO ROOF ACCESS, shall be placed under the stairway identification in 1-inch-high (25 mm) block lettering with 1/4-inch (6 mm) strokes.

6. The lower and upper terminus of the stairway shall be placed at the bottom of the sign in 1-inch-high (25mm) block lettering with 1/4 inch (6 mm) strokes.

8. When signs required by Section 1023.9 are installed in interior exit enclosures of buildings subject to Section 1025, the signs shall be made of the same materials as required by Section 1025.4.

9. Signs shall also be installed on the exterior of all ground level stairway doors.

Section 1031.7 is added to the California Fire Code to read as follows:
1031.7 Existing unsafe means of egress. The Building Official or Fire Official may require unsafe means of egress requirements to comply with Section 1006, when the minimum number of exists are not readily available or are restricted during an emergency.

Section 1104.16, excluding subsections, of the California Fire Code is adopted and amended to read as follows:
1104.16 Fire escape stairways.

Fire escape stairways shall comply with Sections 1104.16.1 through 1104.16.8.

Section 1104.16.7 is added to the California Fire Code to read as follows:
1104.16.7 Fire Escape Examination. Fire escape stairways and balconies shall be examined for structural adequacy and safety in accordance with Section 1104.16.5 by a registered design professional or others acceptable to the fire code official every 5 years, or as required by the fire code official. An inspection report shall be submitted to the fire code official after such examination.

Section 1104.16.8 is added to the California Fire Code to read as follows:
1104.16.8 Fire Escape Maintenance. Fire escape stairways and balconies shall be kept clear and unobstructed at all times and shall be maintained in a good working order.

Section 1203.5.3 is added to the California Fire Code to read as follows:
1203.5.3. State mandated annual hi-rise inspections. During all state mandated annual hi-rise inspections, main power shall be disconnected from the building, and the on-site stand-by or emergency generator shall be run during the entire inspection to verify transfer switch operation and the illumination of all exit signs, means of egress lighting, and all other emergency power loads.

Section 3103.2 of the California Fire Code is amended to read as follows:
3103.2 Approval required. Tents and membrane structures having an area in excess of forty (40) square feet and canopies in excess of forty (40) square feet shall not be erected, operated or maintained for any purpose without first obtaining a permit and approval from the fire code official. Any tent, canopy or temporary membrane structure that is bonded together or closer than 5 feet shall combine total aggregate square footage and be considered as 1 unit.

Section 3103.4 of the California Fire Code is amended to read as follows:
165
3103.4 Use period. Temporary tents, awnings, canopies, or membrane structures in excess of forty (40) square feet shall not be erected for a period of more than ten (10) days unless authorized by the Fire Code Official.

Section 3103.5 of the California Fire Code is amended to read as follows:
3103.5 Construction documents. A detailed site and floor plan for tents or membrane structure 40 square feet or more shall be provided with each application for approval.

Applications for approval shall be provided to the reviewing authority 10 days before the tent or membrane structure is to be erected. The tent or membrane structure floor plan shall indicate details of means of egress, location of fire extinguisher(s), seating capacity, arrangement of the seating and location and type of heating and electrical equipment. The construction documents shall include an analysis of structural stability.

Section 4104.2 of the California Fire Code is deleted.

Sections 5306.6 and 5306.7 are added to the California Fire Code to read as follows:
5306.6 Required Signage for Medical Gas System. Permanent signage shall be required for all Med Gas rooms and storage areas. Signage shall be a minimum size of 12” X 12” with letters no less than 1-inch in height and located on the exterior portion of the door. Sign shall include the following:

1. NFPA 704 placard.

2. No smoking or open flame permitted.

3. No additional storage permitted.

4. Approved maximum quantities of each compressed gas listed on approved plans.

5. No additional gases permitted without City approval.

6. Last permit number posted.
5306.7 Medical Compressed Gas Inventory. Any new or altered facility using compressed medical gas systems shall verify compliance with the maximum allowable quantities per Chapter 50 of the California Fire Code. A survey shall be performed of each individual tenant in the building identifying the type and amount of medical gases being stored in the building for both fixed and portable systems. The survey shall be conducted in compliance with Section 105.5.9.

The owner or representative of the building is responsible to perform the survey. This survey shall be completed and submitted at the time of application for a building permit.

Section 5601.1.3 of the California Fire Code is amended to read as follows:
5601.1.3 Fireworks prohibited. No person shall manufacture, store, offer for sale or discharge any fireworks in the city.

Exception: Permitted and approved fireworks in conjunction with city sponsored event.” Section 20. CEQA. The City Council finds that it can be seen with certainty that there is no possibility the adoption of this Ordinance may have a significant effect on the environment because the Ordinance provides for greater environmental protection by adopting and amending building standards and administrative provisions designed to provide for greater energy efficiency, construction sustainability, and protection from seismic and climatic forces, including fire-related 166
dangers. Therefore, it is exempt from California Environmental Quality Act review pursuant to Title 14, Section 15061(b)(3), of the California Code of Regulations (CEQA Guidelines).

Section 21. Penalty. Except where specified to be an infraction, violation of any provision of this Ordinance or any Code adopted herein by reference shall constitute a misdemeanor and shall be punishable by a fine not to exceed one thousand dollars ($1,000) or by imprisonment for a period not to exceed six (6) months, or by both such fine and imprisonment. Each and every day such a violation exists shall constitute a separate and distinct violation of this Ordinance.

Section 22. Civil Remedies. The violation of any of the provisions of this Ordinance or any Code adopted herein by reference shall constitute a nuisance and may be abated by the City through civil process by means of restraining order, preliminary or permanent injunction or in any other manner provided by law for the abatement of such nuisances.

Section 23. Severability. The City Council declares that, should any provision, section, paragraph, sentence, or word of this Ordinance be rendered or declared invalid by any final court action in a court of competent jurisdiction, or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences and words of this Ordinance shall remain in full force and effect.

Section 24. This Ordinance shall go into effect and be in full force and effect on the later of thirty (30) days after passage, or January 1, 2026, whereupon Urgency Ordinance No. 25-O-2926 shall be deemed repealed.

Section 25. The City Clerk shall certify to the adoption of this Ordinance.

Adopted:
_____________________________
SHARONA R. NAZARIAN, PSYD
Mayor of the City of
Beverly Hills, California
ATTEST:
______________________________ (SEAL)

HUMA AHMED
City Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
?‘ ___ LAURENCE S. WIENER NANCY HUNT-COFFEY
City Attorney City Manager
,641<
MICHAEL FORBESDirector of Comm unity Development

7.ah
Arlen EskandariAssistant Director/City Building OfficialGREGORY BARTON Fire Chief
167
ATTACHMENT 2
1 RESOLUTION NO. 25-RRESOLUTION OF THE COUNCIL OF THE CITY OF BEVERLY

HILLS MAKING EXPRESS FINDINGS AND

DETERMINATIONS THAT MODIFICATIONS TO THE

CALIFORNIA BUILDING STANDARDS CODE AND FIRE

CODE ARE REASONABLY NECESSARY BECAUSE OF

LOCAL CLIMATIC, GEOLOGICAL OR TOPOGRAPHICAL

CONDITIONS

THE CITY COUNCIL OF THE CITY OF BEVERLY HILLS DOES FIND AND RESOLVE AS FOLLOWS:

Section 1. Recitals
A. Certain building standards and other related model codes are adopted by the State of California in the California Building Standards Code and become applicable in the City unless amended by the City pursuant to Health and Safety Code Section 17958.

B. Health and Safety Code Section 17958.5 authorizes the City Council to make reasonably necessary changes or modifications to the State adopted building codes, including the California Building Standards Code, based on certain local conditions.

C. The City of Beverly Hills has determined and recommended that the modifications to the California Building Standards Code, 2025 Edition, contained herein, are reasonably necessary due to local conditions.

D. Health and Safety Code Section 17958.7 requires the City Council to make express findings of the necessity for modifications to the building standards contained in the California Building Standards Code, 2025 Edition.

Section 2. The City Council of the City of Beverly Hills hereby expressly finds that the amendments and modifications to building standards contained in the 2025 California Building Code, the 2025 California Residential Code, the 2025 California Electrical Code, the 2025 California Mechanical Code, the 2025 California Plumbing Code, the 2025 California Green Building Standards Code, the 2025 California Historical Building Code, the 2025 California Existing Building Code, the 2025 California Fire Code, and the 2025 California Wildland-Urban Interface Code as adopted by the City are reasonably necessary due to the following local climatic, geological or topographical conditions:

Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 2 A. Climatic Conditions:

The City of Beverly Hills is located in an area climatically classified as “semi-arid” and prone to hot and dry Santa Ana winds of high velocity. Moreover, due to the arid nature of the area, the weather during the windy period tends to be very warm and dry. Furthermore, the City of Beverly Hills is a densely populated area having buildings and structures constructed within a climate system capable of producing major winds, fire and rain-related disasters, including but not limited to those caused by the Santa Ana winds and El Nino (or La Nina) subtropical-like weather. Because of the described climatic conditions, the City and the surrounding cities have historically suffered from occasional structural fires. These have often been difficult to control due to the dry winds carrying sparks and cinders to surrounding structures. These winds constitute a contributing factor, which causes small fires originating in high-density development presently being constructed in the City of Beverly Hills, which spread quickly and create the need for an increased level of fire protection. This added protection, including, but not limited to on-site protection, will supplement normal fire Department responses available in new development, and provide immediate fire protection for life and safety of multiple-occupancy occupants during fire occurrence. The proposed modification delete the exceptions in the code that allows deletion of sprinklers and therefore need to be incorporated into the code to assure that new buildings and structures and additions or alterations to existing buildings or structures are designed and constructed in accordance with the scope and objectives of the California Building Standards Code.

B. Topographical Conditions:

The City of Beverly Hills is a densely populated area having buildings and structures constructed within relatively flat and hilly topography causing structures close to develop heat island conditions due to urban development and therefore needs to be incorporated into the code to assure that new buildings and structures and additions or alterations to existing building or structures are designed and constructed in accordance with the scope and objectives of the California Codes. Traffic and circulation congestion in urban areas often place Fire Department response time to emergencies at risk. This condition makes the need for enhanced on-site protection for property occupants necessary. The dry weather conditions, combined with the relatively hilly topography of the City, is very hazardous to the surrounding highly populated areas in as far as flame spread is concerned. Because of the above-described topographic conditions, the City and the surrounding cities have suffered from occasional structural fires. These have often been difficult to control due to the dry winds carrying sparks and cinders to surrounding structures. The proposed modification delete the exceptions in the code and therefore need to be incorporated into the code to assure that new buildings and structures and additions or alterations to existing buildings or structures are designed and constructed in accordance with the scope and objectives of the California Building Standards Code.

Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 3 C. Geological Conditions:

The City of Beverly Hills is a densely populated area located in the greater Los Angeles/Long Beach region having buildings constructed over and near a vast array of fault systems capable of producing major earthquakes, including but not limited to the 1994 Northridge Earthquake. During a major earthquake, emergency resources would be extremely taxed, and the ability to respond to such emergencies would be complicated. Local standards more than statewide minimums will assist in reducing risks associated with earthquakes and the consequent disruption of traffic flow. Due to the large number of tall buildings in this region as well as the increased fire-life safety associated with such a seismic failure, the proposed modification to have a higher minimum base seismic shear consistent with previous editions of the building codes need to be incorporated into the code to assure that new buildings and additions or alterations to existing buildings are designed and constructed in accordance with the scope and objectives of the International Codes.

Section 3. Specific Amendments and References to Findings Local climatic, geological, and topographical conditions impact fire prevention efforts, and the frequency, spread, acceleration, intensity and size of fire involving buildings in this community.

Further, they impact potential damage to all structures from earthquake and subsequent fire.

Therefore, it is found to be reasonably necessary that provisions of the California Building Standards Code be modified to mitigate the effects of the above conditions.

California Health and Safety Code Section 17958.7 requires that the modification or change be expressly marked and identified as to which each finding refers. Therefore, the City Council finds that the following table sets forth 2025 California Building Standards Codes and related Code provisions constituting building standards that have been modified pursuant to Ordinance No. ________, and the associated local climatic, geological and/or topographical conditions described above in Section 2 supporting modification. 2025 California Building
Code (CBC) Sections
Amended or Added
Specific Finding of Local
Conditions
[see Sec. 2A, 2B and 2.C]
Explanation of changes in
local amendments from
2022 to 2025 CBC
Appendices I, J, K
Administrative, Climatic,
Topographical, and/or
Geological

1.1.1 Administrative
502.1 Climatic
903.2 Climatic
903.2.1 903.2.1 through
903.2.10 (Deleted except for
903.2.1.6)
Climatic, Topographical
903.2.1.6 Climatic, Topographical
903.2.11 Climatic, Topographical
903.2.11.1, 903.2.11.1.1,
903.2.11.1.2, 903.2.11.1.3
and 903.2.11.3 (Deleted)
Climatic, Topographical
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 4 903.2.11.7 Climatic, Topographical
903.2.11.8 Climatic, Topographical
903.2.11.9 Climatic, Topographical
903.3.1.1.5 Climatic, Topographical 2022 CBC was 903.3.1.1.4 903.3.1.2 Climatic, Topographical
903.3.1.2.1, 903.3.1.2.2, and
903.3.1.2.3 (Deleted)
Climatic, Topographical
903.3.1.3.1 Climatic, Topographical
903.3.1.3.2 Climatic, Topographical
903.3.1.3.3 Climatic, Topographical
903.3.10 Climatic, Topographical 2022 CBC was 903.3.9
903.3.11 Climatic, Topographical 2022 CBC was 903.3.10
903.4 Climatic, Topographical
903.4.3 Climatic, Topographical 2022 CBC was 903.4.2
905.12 Climatic
907.2.11 Climatic
907.2.11.5 Climatic
907.2.11.6 Climatic
907.5 Climatic
907.5.1.2 Climatic
907.5.2.6 Climatic
907.6.3.1 Climatic
1008.2 Climatic
1008.3 Climatic
1010.2.11.1 Climatic 2022 CBC was 1010.2.12.1
1023.9 Climatic
1023.9.1 Climatic
1505.1 Climatic, Topographical
1505.1.1 and 1505.1.2
(Deleted)
Climatic, Topographical
1505.1.5 Climatic, Topographical
1505.1.6 Climatic, Topographical
1505.1.7 Climatic, Topographical
1505.1.8 Climatic, Topographical
1511.11 Climatic, Topographical 2022 CBC was 1511.10
1613.8 Geological 2022 CBC was 1613.5
1613.8.1 Geological 2022 CBC was 1613.5.1
1613.8.2 Geological 2022 CBC was 1613.5.2
1613.8.3 Geological 2022 CBC was 1613.5.3
1613.9 Geological, Topographical 2022 CBC was 1613.6
1613.10 Geological 2022 CBC was 1613.7
1704.6 Geological
1704.6.1 Geological
1705.3 Geological
1705.1.3 Geological
1707.1 Administrative New. Added reference to
BHMC Admin Provisions
1803.2 Geological
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 5 1807.1.4 (Deleted) Climatic, Geological
1807.1.6 Geological
1807.2 Climatic, Geological
1807.3.1 Climatic, Geological
1809.3 Geological
1809.7 and Table 1809.7 Geological
1809.12 (Deleted) Climatic, Geological
1810.1.4 Geological
1810.3.2.4 Climatic, Geological
1905.6.1 Geological 2022 CBC was 1905.1.7
1905.6.2 Geological 2022 CBC was 1905.1.7
1905.8 Geological 2022 CBC was 1905.1.9
1905.9 Geological 2022 CBC was 1905.1.10
1905.10 Geological 2022 CBC was 1905.1.11
2304.10.2 Geological
2304.10.3.1 Geological
2304.12.2.8 Climatic, Geological
2305.4 Geological
2306.2 Geological
2306.3 Geological
2307.2 Geological
Table 2308.10.1 Geological 2022 CBC was Table
2308.6.1
2308.10.5 , 2308.10.5.1,
2308.10.5.2, Figures
2308.10.5.1 and 2308.10.5.2
Geological 2022 CBC was 2308.6.5,
2308.6.5.1 , 2308.6.5.2,
Figures 2308.10.5.1 and
2308.10.5.2
2308.10.8.1 Geological 2022 CBC was 2308.6.8.1
2308.10.9 Geological 2022 CBC was 2308.6.9
3007.6.1 Administrative New to provide Clarity
3103.1 Geological New. Does not apply to new
residential units.
3103.1.1 Administrative New. Consistent with
BHMC Admin Provisions
3103.1.3 Administrative New. Consistent with
BHMC Admin Provisions
3103.6.1.2 Climatic New. Does not apply to new
residential units.
3103.6.1.4 Geological New. Does not apply to new
residential units.
3109.3 Administrative New to provide Clarity
3114 (Deleted) Climatic, Topographical,
Geological
2022 CBC was 3115
3115 Climatic 2022 CBC was 3116
3201.5 Topographical
3201.6 Topographical
3202.1 Topographical
3203 Topographical
3204 Topographical
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 6 3205 Topographical
3206 Topographical
3207 Topographical
3208 Topographical
3209 Topographical
3306.4 Topographical
3306.5 Topographical
3306.7 Topographical
3307.1 Topographical
Chapter 36 Geological, Topographical
Chapter 37 Climatic
J103.2 Topographical
J104.3 Topographical
J104.5 Topographical
J112 Topographical
J113 Topographical
2025 California Residential
Code (CRC) Sections
Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CRC
Appendix CI Administrative Replicate State Law
R101.1 Administrative
R301.1.3.2 Geological
R301.1.4 (Deleted) Climatic, Topographical,
Geological
R301.1.5 Geological
R301.2.2.6 Geological
R301.2.2.10 Geological R301.2.2.11
R308.1 Climatic R319.1
R309.1 Climatic, Topographical R313.1
R309.2 Climatic, Topographical R313.2
R309.3.1 Climatic, Topographical R313.3.1
R309.3.1.1 Climatic, Topographical R313.3.1.1
R309.3.1.2 Climatic, Topographical R313.3.1.2
R310.2.2 Climatic R314.2.2
R310.4 Climatic R314.4
R310.6 Climatic R314.6
R401.1 Climatic, Geological
R401.4.3 Topographical
R403.1.2, R403.1.3.6,
R403.1.5
Geological
R404.2 Climatic, Geological
R501.1 Geological
R503.2.4 Geological
Table R602.3(1) Geological
R602.3.2 and Table R602.3.2 Geological
Table R602.3(2) Geological
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 7 R602.10.2.3 Geological
Table R602.10.3 (3) Geological
Table R602.10.4 Geological
Table R602.10.5 Geological
Figure R602.10.6.1 Geological
Figure R602.10.6.2 Geological
R606.12.2.2.3 Geological
R801.4 Climatic
R803.2.4 Geological
R902.1 Climatic
R902.1.1 and R902.1.2
(Deleted)
Climatic
R902.1.5 Climatic
R902.1.6 Climatic
R902.1.7 Climatic
R902.1.8 Climatic
R902.5 Topographical
R905.3.1 Geological
R1001.3.1 Geological
Chapter 11 Topographic
Chapter 12 Climatic
Chapter 13 Topographic
Chapter 14 Topographic
Chapter 15 Topographic
2025 California Electrical
Code (CEC) Sections
Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CEC
Annexes A, C, and I Administrative, Climatic,
Topographical, and/or
Geological
701.1 Climatic, Topographical,
Geological
2025 California Mechanical
Code (CMC) Sections
Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CMC
Appendices B and C Administrative, Climatic,
Topographical, and/or
Geological
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 8 2025 California Plumbing
Code (CPC) Sections
Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CPC
Appendices A, B, D, G, H, I, J,
and M
Administrative, Climatic,
Topographical, and/or
Geological
1211.8 Geological
D101.1 and Table D101.1 (for
California)
Climatic
2025 California Green
Building Standards Code
(CalGreen) Sections
Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CalGreen
102.1.1 Administrative

4.106.4.1 Climatic, Topographical

4.304.2 Climatic, Topographical

4.305 Climatic, Topographical

5.304.7 Climatic, Topographical

5.305 Climatic, Topographical
2025 California Historical
Building Code (CHBC)
Sections Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CHBC
8-706.1.2 Geological
Update reference to 2025
California Existing Building
Code
8-805.1 Geological
Update reference to 2025
California Existing Building
Code
8-805.2.1 Geological
Update reference to 2025
California Existing Building
Code
8-805.2.3 Geological
Update reference to 2025
California Existing Building
Code
2025 California Existing
Building Code (CEBC)
Sections Amended or Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CEBC
301.1 Administrative, Climatic,
Topographical
Reference to CWUI for
clarity
301.3.3 and 301.4 (Deleted) Climatic, Topographical Not adopted by HCD or BH Chapters 12 through 14
(Deleted)
Climatic, Topographical Not adopted by State or BH
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 9 2025 California Fire Code
(CFC) Section Amended or
Added
Specific Finding of Local
Conditions
Explanation of changes in
local amendments from
2022 to 2025 CFC
Appendices B, BB, C, CC, D,
F, and H
Administrative, Climatic,
and/or Topographical
101.1 Administrative
103.1 Administrative
104.2.3 Administrative, Climatic,
and/or Topographical
104.10
104.2.4 Administrative, Climatic,
and/or Topographical
104.9
104.4 Administrative, Climatic,
and/or Topographical
104.3
104.4.1 Administrative, Climatic,
and/or Topographical
104.3.1
104.11.4 Administrative, Climatic,
and/or Topographical
104.12.4
104.12 Administrative, Climatic,
and/or Topographical
104.13
105.5.9 and Table 105.5.9 Administrative, Climatic,
and/or Topographical
105.5.9
105.5.51 Administrative, Climatic,
and/or Topographical
105.5.49
105.5.60 Administrative, Climatic,
and/or Topographical
105.5.55
108.1 Administrative, Climatic,
and/or Topographical
107.1
108.6 Administrative, Climatic,
and/or Topographical
107.6
109.1 Administrative, Climatic,
and/or Topographical
108.1
109.2.3 Administrative, Climatic,
and/or Topographical
108.2.3
110.3 Administrative, Climatic,
and/or Topographical
109.3
113.4 Administrative, Climatic,
and/or Topographical
112.4
115.1.3 Administrative, Climatic,
and/or Topographical
114.1.3
Chapter 3, excluding 310, and
315.2
Climatic, Topographical 310, 315.2
304.1.3 Climatic, Topographical 304.1.2
308.1.11 Climatic, Topographical 308.1.6.4
308.1.12 Climatic, Topographical 308.1.6.5
308.1.13 Climatic, Topographical 308.1.6.6
308.1.14 Climatic, Topographical 308.2.1
503 Climatic, Topographical 503
504.1 Climatic, Topographical 504.1
505.1 Climatic, Topographical 505.1
506.1.3 Climatic, Topographical 506.1.3
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 10 510.5 Climatic, Topographical 510.5
901.2.2 Climatic, Topographical 901.2.2
901.4.3.1 Climatic, Topographical 901.4.3.1
901.7 Climatic, Topographical 901.7
903.2 Climatic, Topographical 903.2
903.2.1 through 903.2.10
(Deleted) except 903.2.1.6
Climatic, Topographical 903.2.1 through 903.2.10
except 903.2.1.6
903.2.1.6 Climatic, Topographical 903.2.1.6
903.2.11 Climatic, Topographical 903.2.11
903.2.11.1, 903.2.11.1.1,
903.2.11.1.2, 903.2.11.1.3,
and 903.2.11.3 (Deleted)
Climatic, Topographical 903.2.11.1, 903.11.1.1,
903.2.11.2, 903.2.11.3, and
902.11.3
903.2.11.7 Climatic, Topographical 903.2.11.7
903.2.11.8 Climatic, Topographical 903.2.11.8
903.2.11.9 Climatic, Topographical 903.2.11.9
903.3.1.1.5 Climatic, Topographical 903.1.1.4
903.3.1.2 Climatic, Topographical 903.3.1.2
903.3.1.2.1, 903.3.1.2.2, and
903.3.1.2.3 (Deleted)
Climatic, Topographical 903.3.1.2.1, 903.3.1.2.2,
and 903.3.1.2.3
903.3.1.3.1 Climatic, Topographical 903.3.1.3.1
903.3.1.3.2 Climatic, Topographical 903.3.1.3.2
903.3.1.3.3 Climatic, Topographical 903.3.1.3.3
903.3.10 Climatic, Topographical 903.3.9
903.3.11 Climatic, Topographical 903.3.10
903.4 Climatic, Topographical 903.4
903.4.3 Climatic, Topographical 903.4.2
905.12 Climatic, Topographical 905.12
907.2.11 Climatic, Topographical 907.2.11
907.2.11.5 Climatic, Topographical 907.2.11.5
907.2.11.6 Climatic, Topographical 907.2.11.6
907.5 Climatic, Topographical 907.5
907.5.1.2 Climatic, Topographical 907.5.1.2
907.5.2.6 Climatic, Topographical 907.5.2.6
907.6.3.1 Climatic, Topographical 907.6.3.1
1008.2 Climatic, Topographical 1008.2
1008.3 Climatic, Topographical 1008.3
1010.2.11.1 Climatic, Topographical 1010.2.12.1
1023.9 Climatic, Topographical 1023.9
1023.9.1 Climatic, Topographical 1023.9.1
1031.7 Climatic, Topographical 1031.11
1104.16 Climatic, Topographical 1104.16
1104.16.7 Climatic, Topographical 1104.16.5.1
1104.16.8 Climatic, Topographical 1104.16.7
1203.5.3 Climatic, Topographical 1203.5.3
3103.2 Climatic, Topographical 3103.2
3103.4 Climatic, Topographical 3103.5
3103.5 Climatic, Topographical 3103.6
5306.6. Climatic, Topographical 5306.6.
5306.7 Climatic, Topographical 5306.7
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 11 5601.1.3 Climatic, Topographical 5601.1.3
2025 California WildfireUrban Interface Code
(CWUI) Section Amended or
Added
Specific Finding of Local
Conditions
Explanation of relocation
of local amendments from
2022 CBC and 2022 CFC
to 2025 CWUI
101.1 Administrative 701A.1
101.2 Administrative 701A.1
101.3 Administrative 701A.2
101.3.1 Administrative
101.3.1.1 (Deleted) Administrative
101.4 (Deleted) Administrative
101.5 (Deleted) Administrative
101.6 (Deleted) Administrative
103 Administrative
104.1 Administrative 4907.3.3
104.3.1 Administrative 9-1-105
104.7.5.1 Administrative 4906.7
104.9.1 (Deleted) Administrative
105.4.2 (Deleted) Administrative
202 Administrative, Climatic,
Topographic
4901.2
301.3 Climatic, Topographic 4904.1
302.1.1 Administrative, Climatic,
Topographic
4904.2
501.1 Administrative, Climatic,
Topographic
4901.2
501.2.1 Administrative, Climatic,
Topographic
4904.3
501.5 and 501.6 Administrative, Climatic,
Topographic
4905.3 and 4905.4
503.1 Administrative, Climatic,
Topographic
101.2
503.2.3 (Deleted) Climatic, Topographic 704A.4
503.3.4 (Deleted) Climatic, Topographic 703A.5.2.2
504.2 Climatic, Topographic 705A.1, 705A.2, and 1505.2
504.3.1 Administrative, Climatic,
Topographic
Correct Clerical Error
504.7.3.2 Climatic, Topographic 709A.3
504.11 (Deleted) Administrative, Climatic,
Topographic
710A.1
507 (Deleted) Climatic, Topographic 1505
601.3 (Deleted) Administrative, Climatic,
Topographic
4901.2
603 and 603.1 Climatic, Topographic 4906.1
603.2 Climatic, Topographic 4906.1
603.2.1, 603.2.2, and 603.2.3 Climatic, Topographic 4906.3 Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 12 603.3 and 603.3.1 Climatic, Topographic 4906.5 and 4906.5.1 603.4 Climatic, Topographic 4906.8.1, 4906.8.2,
4906.8.3, 4906.8.4, and
4906.8.5
603.4.3 Climatic, Topographic 4906.8.4
603.5 and 603.6 Climatic, Topographic 4906.8.4 and 4906.8.5 604.1 Climatic, Topographic 4907.1
604.2 Climatic, Topographic 4907.2
604.3 Climatic, Topographic 4907.3
604.3.1, 604.3.2, 604.3.3, and
604.3.4
Climatic, Topographic 4907.3.3, 4907.3.4,
4907.3.5, and 4907.3.6
604.6 Climatic, Topographic 4907.3.2
Appendix F Climatic, Topographic
Appendix G Climatic, Topographic
Appendix U Climatic, Topographic
Appendix V Climatic, Topographic
Appendix W Climatic, Topographic
AB 130 Finding
Amendments to building standards affecting residential uses contained in Ordinance No. __________, are changes or modifications substantially equivalent to existing changes or modifications that were previously filed by the City of Beverly Hills and were in effect as of September 30, 2025. See Health and Safety Code Sections 17958.5 and 18941.5.

Section 4. The City Clerk shall certify the adoption of this Resolution and forward a certified copy of the same and Ordinance No._____________ to the California Building Standards Commission, and, further, shall cause this Resolution and his certification to be entered in the Book of Resolutions of the Council of this City.

Adopted: ________________, 2025

_____________________________
SHARONA R. NAZARIAN, PSYD
Mayor of the City of
Beverly Hills, California
ATTEST:
______________________________ (SEAL)

HUMA AHMED
City Clerk
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A 13 APPROVED AS TO FORM: APPROVED AS TO CONTENT:
______________________________ ______________________________ LAURENCE S. WIENER NANCY HUNT-COFFEY
City Attorney City Manager
______________________________

MICHAEL FORBES
Director of Community Development
______________________________
Arlen Eskandari
Assistant Director/City Building Official
______________________________

GREGORY BARTON
Fire Chief
Docusign Envelope ID: 7860381C-5BBF-42D4-B5E2-458A19B86A9A Certificate Of Completion
Envelope Id: 7860381C-5BBF-42D4-B5E2-458A19B86A9A Status: Sent Subject: Complete with Docusign: BH-resolution-2025-CBSC-findings-clean - CWUI App F, G, U, V, W, - FINA...

Source Envelope:

Document Pages: 13 Signatures: 4 Envelope Originator:

Certificate Pages: 3 Initials: 0 Evelin Welch
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
455 N. Rexford Drive
Beverly Hills, CA 90210
[email protected]
IP Address: 198.245.189.181
Record Tracking
Status: Original
11/25/2025 1:29:44 PM
Holder: Evelin Welch
[email protected]
Location: DocuSign
Signer Events Signature Timestamp
Laurence S. Wiener
[email protected]
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 208.87.235.180
Sent: 11/25/2025 1:38:14 PM
Resent: 12/1/2025 8:02:14 AM
Resent: 12/1/2025 9:01:13 AM
Resent: 12/1/2025 10:29:09 AM
Viewed: 12/1/2025 12:51:21 PM
Signed: 12/1/2025 12:51:30 PM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Arlen Eskandari
[email protected]
Security Level: Email, Account Authentication
(None)
Signature Adoption: Uploaded Signature Image
Using IP Address: 198.245.189.166
Sent: 12/1/2025 12:51:32 PM
Viewed: 12/1/2025 12:55:29 PM
Signed: 12/1/2025 1:00:50 PM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Gregory Barton
[email protected]
Fire Chief
Security Level: Email, Account Authentication
(None) Signature Adoption: Pre-selected Style
Using IP Address:
2607:fb91:31e:8996:9c7:cd40:9d3f:d840
Signed using mobile
Sent: 12/1/2025 1:00:54 PM
Viewed: 12/1/2025 1:06:11 PM
Signed: 12/1/2025 1:06:27 PM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Michael Forbes
[email protected]
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.245.189.181
Sent: 12/1/2025 1:06:30 PM
Viewed: 12/1/2025 1:10:07 PM
Signed: 12/1/2025 1:10:20 PM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Signer Events Signature Timestamp
Mandy Jiang
[email protected]
Security Level: Email, Account Authentication
(None)
Sent: 12/1/2025 1:10:22 PM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Nancy Hunt-Coffey
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Sharona R. Nazarian
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Huma Ahmed
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via Docusign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
Keith Sterling
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Megan Grilley
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 11/25/2025 1:38:14 PM
Payment Events Status Timestamps

Beverly Hills City CouncilDecember 9, 2025

Beverly Hills City Council
December 9, 2025